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1.10.2011 Official
Journal
of
the
European
Union L
256/1
II
(Non-legislative acts)
DECISIONS
COMMISSION IMPLEMENTING DECISION
of 15 September 2011
on the common specifications of the register of railway infrastructure
(notified under document C(2011) 6383)
(Text with EEA relevance)
(2011/633/EU)
THE EUROPEAN COMMISSION,
HAS ADOPTED THIS DECISION:
Having regard to the Treaty on the Functioning of the European
Union,
Article 1
The common specifications for the register of infrastructure as
referred to in Article 35 of Directive 2008/57/EC are set out in
Having regard to Directive 2008/57/EC of the European
the Annex to this Decision.
Parliament and of the Council of 17 June 2008 on the inter
operability of the rail system within the Community ( 1 ), and in
particular Article 35(2) thereof,
Article 2
1. Each
Member
State
shall
ensure
that
its
register
of
infra
Whereas:
structure is computerised and fulfils the requirements of the
common specifications referred to in Article 1 not later than
3 years after the entry into force of this Decision.
(1) According
to
Article
35
of
Directive
2008/57/EC,
each
Member State should ensure that a register of infra
structure is published and updated. The Commission
should adopt specifications on the register on the basis
2. Member
States
shall
ensure
that
their
registers
are
inter
of a draft prepared by the European Railway Agency (the
connected and connected to the common user interface referred
Agency).
to in Article 4 not later than 6 months after that interface is
operational.
(2) Complementary
common
specifications
are
needed
to
make data of the registers easily accessible across
Article 3
several Member States. The development and deployment
of a computerised common user interface acting as a
The Agency shall publish an application guide relating to the
virtual register of railway infrastructure at European
specifications referred to in Article 1 not later than 1 year after
level should be done together with the setting-up of
the entry into force of this Decision and shall keep it up to date.
national registers of infrastructure and the collection of
The application guide shall include a reference to the relevant
data. Member States, with the help of the Agency, should
clauses of the Technical Specifications of Interoperability (TSIs)
cooperate to ensure that the registers are operational,
for each parameter.
contain all the data, are interconnected and provide a
common interface to the users.
Article 4
(3) The
measures
provided
for
in
this
Decision
are
in 1. The
Agency
shall
draft
the
detailed
specifications,
the
accordance with the opinion of the Committee estab
governance and implementation plan (a) for the development,
lished in accordance with Article 29(1) of Directive
testing, deployment and operation of a common user interface;
2008/57/EC,
and (b) for the interconnection of the national registers. The
Agency shall submit them to the Commission not later than 1
( 1 ) OJ L 191, 18.7.2008, p. 1.
year after the entry into force of this Decision.

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2. The
common
user
interface
referred
to
in
paragraph
1 with the national implementation plan referred to in
shall be a web-based application facilitating access to the data
Article 6(1) but not later than 7 years after the entry into
of the registers of infrastructure at European level. It shall be
force of this Decision.
operational not later than 3 years after the entry into force of
this Decision.
6. Data
relating
to
infrastructures
placed
in
service
after
the
entry into force of this Decision shall be inserted in the national
3. When
progress
in
the
development
of
TSIs
so
requires,
the register of infrastructure as soon as the infrastructures are
Agency shall recommend updates of the specifications referred
placed into service and as soon as the register referred to in
to in Article 1 and of the detailed specifications referred to in
Article 2(1) is set up.
paragraph 1.
Article 6
Article 5
1. Each
Member
State
shall
draft
a
national
implementation
1. Member
States
shall
ensure
that
the
necessary
data
are plan for the implementation of the obligations resulting from
collected and inserted in their national register of infrastructure
this Decision, together with a timetable. The national implemen
in accordance with paragraphs 2 to 5. They shall ensure that
tation plan shall be submitted to the Commission not later than
these data are reliable and are kept up to date.
6 months after the entry into force of this Decision.
2. The
Agency
shall
coordinate,
monitor
and
support
the
2. Data
relating
to
infrastructures
for
freight
corridors implementation of the national registers of infrastructure. In
defined in the Annex to Regulation (EU) No 913/2010 of the
particular, it shall set up and manage a group composed of
European Parliament and of the Council ( 1 ) shall be collected
representatives of the entities in charge of setting up and main
and inserted in the national register of infrastructure no later
taining the national registers. These entities shall send an imple
than 3 years after the entry into force of this Decision.
mentation progress report to the Agency every 4 months. The
Agency shall regularly report to the Commission on progress in
3. Data
relating
to
infrastructures
placed
in
service
after
the implementing this Decision.
entry into force of Directive 2008/57/EC and before the entry
into force of this Decision, other than the data referred to in
Article 7
paragraph 2, shall be collected and inserted in the national
register of infrastructure not later than 3 years after the entry
This Decision shall apply from 16 March 2012.
into force of this Decision.
Article 8
4. Data
relating
to
infrastructures
placed
in
service
before
the This Decision is addressed to the Member States and to the
entry into force of Directive 2008/57/EC other than the data
European Railway Agency.
referred to in paragraph 2 shall be collected and inserted in the
national register of infrastructure in accordance with the
national implementation plan referred to in Article 6(1) but
Done at Brussels, 15 September 2011.
not later than 5 years after the entry into force of this Decision.
For the Commission
5. Data
relating
to
private
sidings
placed
in
service
before
the
entry into force of Directive 2008/57/EC shall be collected and
Siim KALLAS
inserted in the national register of infrastructure in accordance
Vice-President
( 1 ) OJ L 276, 20.10.2010, p. 22.

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EN
1.10.2011 Official
Journal
of
the
European
Union L
256/3
ANNEX
1. INTRODUCTION
1.1. Technical scope
(1) This specification concerns data about the following subsystems of the Union rail system:
(a) the infrastructure structural subsystem;
(b) the energy structural subsystem; and
(c) the fixed installations of the control-command and signalling structural subsystem.
(2) These subsystems are included in the list of subsystems in point 1 of the Annex II to Directive 2008/57/EC.
1.2. Geographical scope
The geographical scope of this specification is the Union rail system as determined by Directive 2008/57/EC.
1.3. Responsibility
Member States shall decide which entities are responsible for setting up and maintaining the Register of Infra
structure.
1.4. Definitions
For the purpose of this specification:
(a) ‘macro-level’ means the overall railway network defined by sections of line and operational points;
(b) ‘micro-level’ means the detailed railway network defined for sections of line by tracks and for operational points
by tracks and sidings;
(c) ‘line’ means a sequence of one or more sections, which may consist of several tracks;
(d) ‘section of line’ means the part of line between adjacent operational points and may consist of several tracks;
(e) ‘operational point’ means any location for train service operations, where train services can begin and end or
change route, and where passenger or freight services are provided; ‘operational point’ may be any location
where the functionality of basic parameters of a subsystem is changing or any location at boundaries between
Member States or Infrastructure Managers;
(f) ‘track’ means any track used for train service movements; passing loops and meeting loops on plain line or track
connections only required for train operation are not published;
(g) ‘siding’ means any track which is not used for train service movements.
2. PURPOSE
2.1. General
The Register of Infrastructure is used for planning purposes in designing new trains and developing routes before the
start of operation. Therefore the Register of Infrastructure supports the processes described hereafter.
2.2. Designing rolling stock subsystems
Compliance with TSIs and Notified National Technical Rules is essential from the start of the design of new or the
redesign of existing subsystems throughout the whole manufacturing process. Parameters of the Register of Infra
structure should be used in order to meet infrastructure characteristics for the intended use of the rolling stock.
2.3. Ensuring technical compatibility for fixed installations
(1) The Notified Body checks the conformity of the subsystems with the applicable TSI(s) based on information in
the relevant TSI and in the registers. It covers the verification of interfaces with the system into which it is
incorporated. Verification of interfaces for technical compatibility may be ensured by consulting the Register of
Infrastructure.

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(2) The body designated by the Member States checks the conformity of the subsystems when national rules apply
and the Register of Infrastructure may be consulted to verify the interfaces for technical compatibility in these
cases.
2.4. Monitoring interoperability of the Union railway network
Transparency about the progress of interoperability shall be ensured to monitor regularly the development of a
Union interoperable network.
2.5. Ascertaining route compatibility for planned train
(1) Compatibility with the route for the intended train service is checked by the Railway Undertaking by using the
register of infrastructure before the Railway Undertaking procures access to the network from the Infrastructure
Manager. The Railway Undertaking must be sure that the route intended to be used is capable of supporting its
train.
(2) The Railway Undertaking chooses vehicles considering any restrictions on the authorisation for placing in service
and a possible route for the train intended to run:
(a) all vehicles in the train must be in compliance with the requirements applicable on the routes over which the
train will run; and
(b) the train as a combination of vehicles must comply with the technical constraints of the route concerned.
3. FEATURES OF THE REGISTER OF INFRASTRUCTURE
3.1. Railway network structure for the register
(1) For the purpose of the Register of Infrastructure each Member State shall subdivide its railway network into
sections of line and operational points. This level of the register is referred to as macro-level.
(2) Items to be published for ‘section of line’ related to infrastructure, energy and control-command and signalling
subsystems shall be assigned to the infrastructure element ‘track’ referred to as micro-level.
(3) Items to be published for ‘operational point’ related to infrastructure subsystem shall be assigned to the infra
structure elements ‘track’ and ‘siding’ referred to as micro-level.
3.2. Items for the register of infrastructure
(1) Items and format of items shall be published in accordance with Table 1.
(2) Items indicated as ‘mandatory’ in Table 1 shall be published in all cases. Items indicated as ‘other’ in Table 1 are
context specific and shall be published as required by Member States.
(3) The application of items to the network type in Table 1 is specified using the following abbreviations:
— ‘TSI’ — lines verified against the TSI,
— ‘existing’ — lines put into service before the entry into force of Directive 2008/57/EC and not yet verified
against the TSIs,
— ‘TEN CR, TEN HS, Off TEN’ — lines belonging to the correspondent type of network and irrespective
whether verified against the TSIs or not,
— ‘all’ — all lines of the Union.
Table 1
Items of the Register of Infrastructure
Number Title Format Definition
mandatory
[M]/other [O]
1 MEMBER
STATE
1.1 SECTION
OF
LINE
1.1.1 TRACK

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EN
1.10.2011 Official
Journal
of
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European
Union L
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Number Title Format Definition
mandatory
[M]/other [O]
1.1.1.0.0 Generic
information
1.1.1.0.0.1 IM’s
Name [CharacterString] Infrastructure
Manager
means
any
M
body or undertaking that is responsible
in particular for establishing and
maintaining railway infrastructure
(Article 2(h) of Directive 2001/14/EC
of the European Parliament and of
the Council).
1.1.1.0.0.2 National
line [CharacterString] Unique
line
identification
or
unique
O
identification
line number within Member State.
1.1.1.0.0.3 Identification
of
[CharacterString] Unique
track
identification
or
unique
M
track
track number within section.
1.1.1.0.0.4 Start
of
track [WGS84
+
NNN.NN
+
Geographical coordinates according to M
CharacterString]
the standard World Geodetic System
(WGS) and km or mile related to line
identification at the beginning of a
track section in normal running
direction. In case both directions are
possible, any extreme might be ‘Start’.
1.1.1.0.0.5 Operational [CharacterString]
Name of operational point at the O
Point at start of
beginning of a track section in
track
normal running direction.
1.1.1.0.0.6 End
of
track [WGS84
+
NNN.NN
+
Geographical coordinates according to M
CharacterString]
the standard World Geodetic System
(WGS) and km or mile related to line
identification at the beginning of a
track section in normal running
direction. In case both directions are
possible, any extreme might be ‘End’.
1.1.1.0.0.7 Operational [CharacterString] Name
of
operational
point
at
the
end
O
Point at end of
of a track section in normal running
track
direction.
1.1.1.1 Infrastructure
subsystem
1.1.1.1.1 Declarations
of
verification
for
track
1.1.1.1.1.1 EC
declaration [CC/
Unique number for EC declarations M — TSI
of verification
RRRRRRRRRRRRRR/
following format requirements
for track (INF)
YYYY/NNNNNN]
specified in the ‘Document about
practical arrangements for transmitting
interoperability documents’ (ERA/
INF/10-2009/INT).
1.1.1.1.1.2 EI
declaration
of
[CC/
Unique number for EI declarations O — existing
demonstration
RRRRRRRRRRRRRR/
following format requirements
for track (INF)
YYYY/NNNNNN]
specified in the ‘Document about
practical arrangements for transmitting
interoperability documents’ (ERA/
INF/10-2009/INT).

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L 256/6
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Number Title Format Definition
mandatory
[M]/other [O]
1.1.1.1.2 Performance
parameters
1.1.1.1.2.1 Type
of
Line [RN]
Importance of a line (core or other) M — TEN HS
single selection from and the way of achieving parameters M — TEN CR
the predefined list:
required for interoperability (new or
I/II/III/IV/V/VI/VII
upgraded) as defined in the CR INF
TSI. This parameter is only applicable
for TEN lines.
1.1.1.1.2.2 Type
of
Traffic [A]
Indicates for a TSI Category of Line the M
single selection from a dominant traffic for the target system
predefined list:
and the respective Basic Parameters
P/F/M
(Passenger, Freight, Mixed) as defined
in the CR INF TSI. This parameter is
applicable also for Off TEN lines.
1.1.1.1.2.3 Load
capability [CharacterString] The
result
of
the
classification
process
M
set out in EN 15528:2008 (Annex A)
and referred to in that standard as
‘Line Category’. It represents the
ability of the infrastructure to
withstand the vertical loads imposed
by vehicles on the line or section of
line for regular service as a combi
nation of EN Category of Line with
an permitted speed according to
Annex E or Annex C to the TSI (Line
Category-Speed, examples: E5-100,
D4xL-100).
1.1.1.1.2.4 Maximum
[NNN] Nominal
maximum
operational
speed
M
permitted speed
on the line as a result of INF, ENE
and CCS subsystem characteristics
expressed in kilometres/hour except
for UK where it is expressed in miles/
hour.
1.1.1.1.2.5 Temperature single selection from Temperature range according EN M
range
the predefined list:
50125-1:1999, clause 4.3, for unre
T1 (– 25 to + 40)
stricted access to the line.
T2 (– 40 to + 35)
T3 (– 25 to + 45)
Tx (– 40 to + 50)
1.1.1.1.2.6 Maximum
[NNNN] Highest
point
of
the
section
of
line
M
altitude
above sea level in reference to
Normal Amsterdam’s Peil (NAP). NAP
is a vertical datum in use in large parts
of Europe given in metres.
1.1.1.1.2.7 Existence
of [Y/N] Climatic
conditions
on
the
line
are
M
severe climatic
severe or normal. Snow, ice and hail
conditions
conditions [EN 50125-1:1999, clause
4.6] as defined in clause 4.2.6.1.5 of
the CR LOC and PAS TSI.
1.1.1.1.3 Line
layout
1.1.1.1.3.1 Interoperable [AA]
Gauges GA, GB or GC as defined in M
gauge
single selection from a EN 15273-3:2009 Annex C.
predefined list:
GA/GB/GC

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European
Union L
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Number Title Format Definition
mandatory
[M]/other [O]
1.1.1.1.3.2 Multinational [CharacterString] Multilateral
gauge
(Annex
D
Sections
M
gauges
D.1 to D.3 to EN 15273-3:2009) or
international gauge (Annex C Section
C.2.1 to EN 15273-3:2009) other
than GA, GB and GC.
1.1.1.1.3.3 National
gauges [CharacterString] Domestic
gauge
as
defined
in
EN
O
15273:3-2009 or other local gauge.
1.1.1.1.3.4 Standard
[A NN or A NNN]
Coding for combined transport with O
combined
single selection from a swap bodies as defined in UIC Code
transport profile predefined list:
596-6. The technical number is made
number for
C 22, C 32, C 45,
up of the wagon compatibility code (1
swap bodies
C 70, C 80, other
letter) and the standard combined
C 341, C 349, C 351, transport profile number (2 digits,
C 364, C 400, C 410, width ≤ 2 550 mm or 3 digits, width
other
> 2 550 ≤ 2 600 mm).
1.1.1.1.3.5 Standard
[A NN or A NNN]
Coding for combined transport with O
combined
single selection from a swap bodies as defined in UIC Code
transport profile predefined list:
596-6. The technical number is made
number for
P 22, P 32, P 45,
up of the wagon compatibility code (1
semi-trailers
P 70, P 80, other
letter) and the standard combined
P 339, P 341, P 349, transport profile number (2 digits,
P 351, P 359, P 364, width ≤ 2 550 mm or 3 digits, width
P 400, P 410, other
> 2 550 ≤ 2 600 mm).
1.1.1.1.3.6 Gradient
profile [NN.N]
Gradients (expressed in millimetres per M
[NNN.NN +
metre) and locations of changes in
CharacterString]
gradient. Km or mile related to line
identification in normal running
direction. Data is given as a
chain of information: gradient-
location-gradient-location-…-gradient.
1.1.1.1.3.7 Minimum
[NNNNN]
Radius of the smallest horizontal curve M
radius of hori
of a section.
zontal curve
1.1.1.1.4 Track
parameters
1.1.1.1.4.1 Nominal
track [NNNN]
A single value expressed in millimetres M
gauge
single selection from a that identifies the track gauge. In case
predefined list:
of multi-rail track, a set of data is to be
1000, 1435, 1520, published separately to each pair of
1524, 1600, 1668
rails to be operated as separate track.
1.1.1.1.4.2 Cant
deficiency [NNN] Maximum
cant
deficiency
expressed
in
M
millimetres defined as difference
between the applied cant and a
higher equilibrium cant the line has
been designed for.
In case of lateral acceleration of, e.g.
1,0 m/s 2 the value of 153 mm may
be published.
1.1.1.1.4.3 Existence
of
in [Y + link/N] Equivalent
conicity
is
the
tangent
of
M
service limits
the cone angle of a wheel-set with
for equivalent
coned wheels whose lateral
conicity
movement has the same kinematic
wavelength as the given wheel-set on
straight track and large-radius curves.
In service limits are an open point,
link to national rules if they exist.

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L 256/8
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Number Title Format Definition
mandatory
[M]/other [O]
1.1.1.1.4.4 Rail
inclination [1:NN]
An angle defining the inclination of M
single selection from a the head of a rail when installed in
predefined list:
the track relative to the plane of the
1:20/1:30/1:40
rails (running surface), equal to the
angle between the axis of symmetry
of the rail (or of an equivalent
symmetrical rail having the same rail
head profile) and the perpendicular to
the plane of the rails.
1.1.1.1.4.5 Existence
of [Y/Y + link/N] An
aerodynamic
phenomenon
in
M — TEN HS
ballast
which ballast is thrown up or
projected related to HS TSI with
more than 190 km/h. Ballast pick-up
is an open point in HS INF TSI. If
national rules exist, the link shall be
provided.
1.1.1.1.5 Switches
and
crossings
1.1.1.1.5.1 TSI
compliance
[Y/N + link] Switches
and
crossings
are
maintained
M — existing
of in service
to in service limit dimension as
values for
specified in TSI. If for existing lines
switches and
less restrictive values than in the TSI
crossings
are applied, then ‘no’ shall be selected
with a link to a document with
detailed specification.
1.1.1.1.5.2 Minimum
wheel
[NNN] Maximum
unguided
length
of
fixed
O — existing
diameter for
obtuse crossings is based on a
obtuse crossings
minimum wheel diameter in service.
If the value is smaller than in the
TSI, it has to be specified for non-TSI
compliant lines. Diameter given in
millimetres.
1.1.1.1.6 Track
resistance
to
applied
loads
1.1.1.1.6.1 Maximum
train
[N.N] Limit
for
longitudinal
track
resistance
O — existing
deceleration
on existing lines not compliant to the
TSI, given as a maximum allowed train
deceleration and expressed in metres
per square second.
1.1.1.1.6.2 Use
of
eddy [CharacterString]
Indication of limitations on the use of M
current brakes
single choice from eddy current brakes.
predefined list:
allowed/allowed only
for emergency
brake/not allowed
1.1.1.1.6.3 Use
of
magnetic
[CharacterString]
Indication of limitations on the use of M
brakes
single choice from magnetic brakes.
predefined list:
allowed/allowed only
for emergency
brake/not allowed

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Number Title Format Definition
mandatory
[M]/other [O]
1.1.1.1.7 Health,
safety
and
environment
1.1.1.1.7.1 Fire
category
of
[A]
Defined probability that a passenger M — TSI
rolling stock
single selection from a train with a fire on board will O — existing
required
predefined list:
continue to operate for a defined
N/A/B
time period as defined in the SRT TSI
and CR LOC&PAS TSI. None (N) for
short tunnels or elevated track sections
less than 1 km.
1.1.1.1.7.2 National
fire [CharacterString] Defined
probability
that
a
passenger
O — existing
category of
train with a fire on board will
rolling stock
continue to operate for a defined
required
time period according to national
rules if they exist.
1.1.1.1.7.3 Use
of
flange [A]
Use of on-board device for flange M — TEN CR
lubrication
single selection from a lubrication is requested/allowed/
M — Off TEN
predefined list:
forbidden.
requested/allowed/
forbidden
1.1.1.1.7.4 Existence
of [Y/N] Existence
of
level
crossings
on
the
M — TEN CR
level crossings
section of line.
M — Off TEN
1.1.1.1.7.5 Acceleration [N.N] Limit
for
acceleration
of
train
if
O — TEN CR
allowed at level
stopping close to a level crossing O — Off TEN
crossing
expressed in metres per square
second, when existing according to
national rules.
1.1.1.1.8 Tunnel
1.1.1.1.8.1 IM’s
Name [CharacterString] Infrastructure
Manager
means
any
M
body or undertaking that is responsible
in particular for establishing and
maintaining railway infrastructure
(Article 2(h) of Directive 2001/14/EC).
1.1.1.1.8.2 Tunnel
identifi
[CharacterString] Unique
tunnel
identification
or
unique
O
cation
number within Member State.
1.1.1.1.8.3 Start
of
tunnel [WGS84
+
NNN.NN
+ Geographical coordinates according to M
CharacterString]
the standard World Geodetic System
(WGS) and km or mile related to line
identification at the beginning of a
tunnel.
1.1.1.1.8.4 End
of
tunnel [WGS84
+
NNN.NN
+
Geographical coordinates according to M
CharacterString]
the standard World Geodetic System
(WGS) and km or mile related to line
identification at the end of a tunnel.
1.1.1.1.8.5 EC
declaration [CC/
Unique number for EC declarations M — TSI
of verification
RRRRRRRRRRRRRR/
following format requirements
for tunnel (SRT) YYYY/NNNNNN]
specified in the ‘Document about
practical arrangements for transmitting
interoperability documents’ (ERA/
INF/10-2009/INT).

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L 256/10
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Number Title Format Definition
mandatory
[M]/other [O]
1.1.1.1.8.6 EI
declaration
of
[CC/
Unique number for EI declarations O — existing
demonstration
RRRRRRRRRRRRRR/
following format requirements
for tunnel (SRT) YYYY/NNNNNN]
specified in the ‘Document about
practical arrangements for transmitting
interoperability documents’ (ERA/
INF/10-2009/INT).
1.1.1.1.8.7 Length
of
[NNNNN] Real
length
of
a
tunnel
(expressed
in
M
tunnel
metres) from portal to portal at the
level of the top of rail. Required only
for a tunnel with length of 100 metres
or more.
1.1.1.1.8.8 Cross
section [NNN] Smallest
real
cross
section
area
M
area
(expressed in square metres) of the
tunnel.
1.1.1.1.8.9 Existence
of [Y/N] Plan
developed
under
the
direction
of
M — TSI
emergency plan
the IM, in cooperation, where appro O — existing
priate, with RUs, Rescue services and
relevant authorities for each tunnel. It
shall be consistent with the self-rescue,
evacuation and rescue facilities
provided (SRT TSI, Commission
Decision 2008/163/EC).
1.1.1.2 Energy
subsystem
1.1.1.2.1 Declarations
of
verification
for
track
1.1.1.2.1.1 EC
declaration [CC/
Unique number for EC declarations M — TSI
of verification
RRRRRRRRRRRRRR/
following format requirements
for track (ENE)
YYYY/NNNNNN]
specified in the ‘Document about
practical arrangements for transmitting
interoperability documents’ (ERA/
INF/10-2009/INT).
1.1.1.2.1.2 EI
declaration
of
[CC/
Unique number for EI declarations O — existing
demonstration
RRRRRRRRRRRRRR/
following format requirements
for track (ENE)
YYYY/NNNNNN]
specified in the ‘Document about
practical arrangements for transmitting
interoperability documents’ (ERA/
INF/10-2009/INT).
1.1.1.2.2 Overhead
contact
line
1.1.1.2.2.1 Energy
supply [CharacterString]
Nominal voltage and frequency if M
system (Voltage single selection from
according to EN 50163:2004. If
and frequency)
the predefined list:
range of the EN is exceeded,
not electrified/
maximum permanent voltage value to
AC 25kV-50Hz/
be published (maximum value given in
AC 15kV-16,7 Hz/
brackets).
DC 3kV/DC 1,5 kV/
DC (Specific Case
FR)/DC 750 V/other
(specify nominal
voltage and frequency
and ranges)

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EN
1.10.2011 Official
Journal
of
the
European
Union L
256/11
Number Title Format Definition
mandatory
[M]/other [O]
1.1.1.2.2.2 Maximum
train
[NNNN] The
maximum
allowable
train
current
M
current
expressed in amperes (A).
1.1.1.2.2.3 Maximum
[NNN] The
maximum
allowable
train
current
M
current at
at standstill for DC systems expressed
standstill per
in amperes (A).
pantograph
1.1.1.2.2.4 Existence
of [Y/N]
Regenerative braking is permitted or M
permission for
not.
regenerative
braking
1.1.1.2.2.5 Nominal
[N.NN] Nominal
value
of
the
contact
wire
M — TSI
contact wire
height at a support in the normal
height
conditions expressed in metre.
1.1.1.2.2.6 Maximum
[N.NN] Maximum
value
of
the
contact
wire
M — TEN HS
contact wire
height at a support in the normal M — TEN CR
height
conditions expressed in metre.
M — Off TEN
1.1.1.2.2.7 Minimum
[N.NN] Minimum
value
of
the
contact
wire
M — TEN HS
contact wire
height at a support in the normal M — TEN CR
height
conditions expressed in metre.
M — Off TEN
1.1.1.2.3 Pantograph
1.1.1.2.3.1 Accepted
[CharacterString]
One or more pantograph heads M
pantograph
multiple choice from according to RST TSI or EN
heads
the predefined list:
50367:2006.
1 950 mm (Type1)/
1 950 mm (Type2)/
1 950 mm (PL)/
1 800 mm (NO,SE)/
1 600 mm (EP)/
1 600 mm (GB,CTRL)/
1 600 mm (GB)/
1 450/others (specify)
1.1.1.2.3.2 Requirements [CharacterString] Maximum
number
of
raised
M
for number of
pantographs allowed on the line.
raised
Minimum spacing centre line to
pantographs
centre line of the pantograph head in
and spacing
case of two or more pantographs
between them
raised, expressed in metres. Values are
defined for the ‘maximum permitted
speed’ on the section.
1.1.1.2.3.3 Permitted
[CharacterString]
One or more types of contact strip M
contact strip
multiple choice from material allowed to be used on the
material
the predefined list:
line.
Copper/plain carbon/
carbon with additive
material/carbon with
cladded copper/others

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L 256/12
EN
Official Journal of the European Union
1.10.2011
Number Title Format Definition
mandatory
[M]/other [O]
1.1.1.2.4 OCL
separation
sections
1.1.1.2.4.1 Existence
of [Y + link/N] In
case
of
existence
of
phase
separation
M
phase separ
on the section of the line, a link to a
ation
detailed description shall be given.
1.1.1.2.4.2 Existence
of [Y + link/N] In
case
of
existence
of
system
M
system separ
separation on the section of the line,
ation
a link to a detailed description shall be
given.
1.1.1.2.5 Requirements
for
rolling
stock
1.1.1.2.5.1 Current
limi
[Y/N] Requirement
for
an
on-board
device
M — TEN CR
tation on board
allowing to set the maximum train M — Off TEN
required
current.
1.1.1.2.5.2 Mean
contact [CharacterString]
Mean contact force allowed on the M
force permitted
or
line. The force is either given as a
[NNN]
predefined curve or a value expressed
in newton.
1.1.1.2.5.3 Automatic
[Y/N] Automatic
dropping
device
(ADD)
M
dropping device
required on the vehicle, according to
(ADD) required
EN 50206-1.
1.1.1.3 Control-,
command
and
signalling
subsystem
1.1.1.3.1 Declarations
of
verification
for
track
1.1.1.3.1.1 EC
declaration [CC/
Unique number for EC declarations M — TSI
of verification
RRRRRRRRRRRRRR/
following format requirements
for track (CCS)
YYYY/NNNNNN]
specified in the ‘Document about
practical arrangements for transmitting
interoperability documents’ (ERA/
INF/10-2009/INT).
1.1.1.3.1.2 EI
declaration
of
[CC/
Unique number for EI declarations O — existing
demonstration
RRRRRRRRRRRRRR/
following format requirements
for track (CCS)
YYYY/NNNNNN]
specified in the ‘Document about
practical arrangements for transmitting
interoperability documents’ (ERA/
INF/10-2009/INT).
1.1.1.3.2 Class
A
—
Train
protection
system
(ETCS)
1.1.1.3.2.1 ETCS
level [CharacterString] The different ERTMS/ETCS application M
single choice from the levels are a way to express the possible
predefined list:
operating relationships between track
no/1/2/3
and train. Level definitions are
principally related to the track side
equipment used, to the way the track
side information reaches the on board
units and to which functions are
processed in the track side and in the
on board equipment respectively.

---

EN
1.10.2011 Official
Journal
of
the
European
Union L
256/13
Number Title Format Definition
mandatory
[M]/other [O]
1.1.1.3.2.2 ETCS
baseline. [N.N.N]
ETCS baseline installed lineside. M
version (x.y)
single choice from the (version in brackets not fully
predefined list:
compatible)
(2.2.2)/2.3.0/2.3.0.d/
3.0.0
1.1.1.3.2.3 ETCS
infill
[Y/N] Infill
is
network
access
criteria.
O
necessary for
line access
1.1.1.3.2.4 ETCS
infill
[CharacterString]
Information about installed trackside O
installed lineside single choice from the equipment capable to transmit infill
predefined list:
information by loop or GSM-R for
None
level 1 installations.
Loop
GSM-R
Loop & GSM-R
1.1.1.3.2.5 ETCS
national number from a
Packet 44 is the means to transmit O
application
predefined list
data for national applications between
implemented
train and track and vice versa, using
the data transmission facilities
included within the ETCS.
NID_XUSER values managed by ERA
in a document about ETCS variables
available on ERA website.
National application installed lineside.
1.1.1.3.2.6 Existence
of [Y + link/N] Restrictions
or
conditions
due
to
O
operating
partial compliance with the CCS TSI.
restrictions or
conditions
1.1.1.3.2.7 Optional
ETCS [CharacterString]
Use of those optional ETCS functions O
functions
might improve operation on the line.
They are for information only and no
network access criteria.
1.1.1.3.3 Class
A
—
Radio
(GSM-R)
1.1.1.3.3.1 GSM-R
version [CharacterString]
GSM-R FRS and SRS version number M
Multiple choice from installed lineside.
predefined list:
no/1/2/3
none, 6/14, 7/15
1.1.1.3.3.2 Minimum
[CharacterString]
Number of mobiles for data trans M