(1)

clause 6.2 is amended as follows:

(2)

clause 7.2.1.4 is replaced by the following:

‘7.2.1.4.    Registers

The data to be provided for the registers provided for in Articles 34 and 35 of Directive 2008/57/EC of the European Parliament and of the Council (*1) are those indicated in Commission Implementing Decision 2011/633/EU of 15 September 2011 on the common specifications of the register of railway infrastructure (*2) and Commission Implementing Decision 2011/665/EU of 4 October 2011 on the European register of authorised types of railway vehicles (*3).

(*1)   OJ L 191, 18.7.2008, p. 1."

(*2)   OJ L 256, 1.10.2011, p. 1."

(*3)   OJ L 264, 8.10.2011, p. 32.’;"

(3)

clause 7.2.2.4 is deleted;

(4)

clause 7.2.3.1 is deleted;

(5)

Annex B is amended as follows:

(6)

Annex C is deleted;

(7)

Annex E is amended as follows:

(1)

in clause 4.1.4 ‘Maximum track stressing (Parameter 4)’, sub-clause ‘Vertical forces’, second paragraph, second indent, the second sentence is replaced by the following:

‘the technical rules in use on these lines are applicable’;

(2)

in clause 4.2.3.1.3 ‘Long tunnels’, the fourth paragraph is replaced by the following:

‘In addition, if platforms are built in specific zones of the tunnel so as to provide easy egress either to protected rescue areas, or to the lateral path defined as per the applicable national rules, their height shall be between 550 and 760 mm so as to ensure compatibility with rolling stock access’;

(3)

in clause 4.2.3.2.3 ‘Exception for the case of execution of works’, third paragraph, the second indent is replaced by the following:

(4)

in clause 4.2.3.2.4 ‘Lateral space for passengers in the event of detrainment outside of a station’, the second paragraph is replaced by the following:

‘On existing lines, upgraded for high-speed, a similar lateral space shall be provided at all locations where this provision is reasonably practicable. Where a sufficient space cannot be provided, both ends of the zone of restricted movement shall be signposted on site and operators shall be informed of this specific situation’;

(5)

clause 4.2.3.2.6 is deleted;

(6)

in clause 4.3.1 ‘Lines specially built for high-speed’, the fifth paragraph is replaced by the following:

‘Such requirements differing from those needed to achieve the basic performance levels of the network shall be applied for each relevant parameter or interface in a uniform way on each section of high-speed line to be built or being planned’;

(7)

in clause 4.3.2 ‘Lines specially upgraded for high-speed’, the fifth paragraph is deleted;

(8)

clause 4.3.3.8(a) ‘Cant deficiency on plain track and on the main track of switches and crossings’ is amended as follows:

(9)

in clause 4.3.3.21 ‘Resistance of the track, switches and crossings to braking and acceleration forces’, sub-clause ‘Thermal condition’, first paragraph, the second indent is replaced by the following:

(10)

in clause 4.3.3.23 ‘Effects of cross winds’, the second paragraph is replaced by the following:

‘Each Member State shall define for each interoperable line the rules to be applied to both vehicles and infrastructure to guarantee the stability of vehicles subjected to crosswinds’;

(11)

in clause 4.3.3.26 ‘Passenger platforms’, sub-clause ‘Existing high-speed lines, lines specially upgraded for high-speed and connecting lines’, the third paragraph is replaced by the following:

‘If the existing situation does not allow easy access for disabled passengers, the railway undertaking shall provide means of assistance for the disabled and the passenger shall be informed thereof. These measures can be:

(12)

in Annex B, Table B.1, the 10th row l ‘Infrastructure Register (4.2.3.2.6)’ is deleted;

(13)

Annex D is amended as follows:

(14)

Annex E is replaced by the following:

(1)

in clause 4.1.1 ‘Voltage and frequency’, the second paragraph is replaced by the following:

‘The voltage at the terminals of the substation and at the pantograph shall comply with Annex N to this TSI. The frequency of the voltage shall comply with Annex N to this TSI. For conformity assessment, see Annex N4’;

(2)

in clause 4.1.2.1 ‘Geometry of overhead contact line for AC systems’, note (3) of Table 4.2 is deleted;

(3)

in clause 4.1.2.2 ‘Geometry of overhead contact line for DC systems’, note (4) of Table 4.3 is deleted;

(4)

clause 4.2.2.4 is replaced by the following:

‘4.2.2.4.   Vehicle dynamic envelope

Overhead line equipment design shall comply with the dynamic envelope of the vehicle. The gauge to be adopted depends on the category of line. Conformity assessment shall be carried out within the energy subsystem’;

(5)

clause 4.2.2.5 is replaced by the following:

‘4.2.2.5.   Limitation of maximum power consumption

The installed power on a high-speed line and upgraded or a connecting line determines the permissible power consumption of trains. Therefore, current limitation devices shall be installed on board as described in Annex O to this TSI. Assessment shall be carried out within assessment of the rolling stock subsystem’;

(6)

in clause 4.2.2.8 ‘Electrical protection coordination’, the first paragraph is replaced by the following:

‘Coordination between the electrical protection of substations and that of traction units is necessary to optimise the clearance of short-circuits. (Annex E to this TSI gives the applicable requirements.)’;

(7)

clause 4.2.2.10 is amended as follows:

(8)

clause 4.2.2.11 is amended as follows:

(9)

in clause 4.2.3.4 ‘Exception in the case of execution of works’, third paragraph, the second indent is replaced by the following:

(10)

clause 4.2.3.5 is deleted;

(11)

in clause 4.3.1.1 ‘Installed power’, the second paragraph is replaced by the following:

‘The adjudicating entity shall declare the type of the line depending on its function with reference to Annex F to this TSI. Electrification system design shall guarantee the ability of the power supply to achieve the specified performance. Therefore, clause 4.2.2.5 gives a requirement on limitation of power consumption by rolling stock subsystem.’;

(12)

in clause 4.3.1.4 ‘Regenerative braking’, the third paragraph is replaced by the following:

‘The adjudicating entity can decide whether or not to accept regenerative braking on DC systems.’;

(13)

in clause 5.3.1.2 ‘Current capacity’, the first paragraph is replaced by the following:

‘The current capacity depends on the ambient conditions which are maximum ambient temperature and minimum cross-wind speed as well as the permissible temperatures of the contact line elements and the duration of current action. The design of the overhead contact line shall take care of the limits for the maximum temperatures as specified in Annex B to EN 50 119, version 2001, taking account of the data given in EN 50 149, version 1999, point 4.5, Tables 3 and 4. An analysis shall prove that the contact line is able to comply with the specified requirements’;

(14)

in clause 5.3.2.7 ‘Mean contact force and interaction performance of the overhead line/pantograph system’, the fifth paragraph is replaced by the following:

‘The manufacturer of the pantograph shall provide for the change between the three curves to be made on board taking the appropriate information e.g. use of 1 950 mm pantograph or information on the type of voltage on the overhead contact line’;

(15)

Annex D is replaced by the following:

(16)

in Annex H, Section H.3.1 ‘Overhead contact lines’, note number 3 of Table H.1 is deleted;

(17)

in Annex J, Section J.3.1 ‘Overhead contact lines’, note number 4 of Table J.1 is deleted;

(18)

Annex O is amended as follows:

(1)

in Section 4 ‘CHARACTERISTICS OF THE SUBSYSTEM’, the third paragraph of the introduction is replaced by the following:

‘The common characteristics of rolling stock are defined in Section 4 of the present TSI’;

(2)

in clause 4.1.1 ‘Maximum track forces (BP4)’, in sub-clause (a) Dynamic load, the second sentence of the second indent is replaced by the following:

‘the technical rules in use on these lines are applicable’;

(3)

in clause 4.1.2 ‘Axle load (BP10)’, in the second indent of the seventh paragraph, the second sentence is replaced by the following:

‘the technical rules in use on these lines are applicable’;

(4)

in clause 4.1.4 ‘Vehicle loading gauge (BP12)’, the second paragraph is replaced by the following:

‘The choice of rolling stock gauge shall be made based on the routes over which the rolling stock is required to operate’;

(5)

in clause 7.2 ‘COMPATIBILITY OF ROLLING STOCK WITH OTHER SUBSYSTEMS’, the fourth, fifth and sixth paragraphs are deleted;

(6)

in Table 2 of Annex E, the following note is deleted:

(7)

Annex F is amended as follows:

(8)

Annex I is replaced by the following:

(1)

clause 4.8.2 is replaced by the following:

‘4.8.2.   European register of authorised types of vehicles

The data to be provided for the register provided for in Article 34 of Directive 2008/57/EC of the European Parliament and of the Council (*1) are those indicated in Commission Implementing Decision 2011/665/EU of 4 October 2011 on the European register of authorised types of railway vehicles (*2).

(*1)   OJ L 191, 18.7.2008, p. 1."

(*2)   OJ L 264, 8.10.2011, p. 32.’ "

(2)

Annex B is amended as follows:

(1)

In clause 2.2.4, the second paragraph is replaced by the following:

‘Any high speed or conventional train fitted with Class A On-board system in accordance with the corresponding TSI shall not, on grounds concerning anyone of both TSIs and under the conditions stated therein, be restricted in operating on any trans-European high speed or conventional route with infrastructure fitted with Class A track-side system in accordance with the corresponding TSI’.

(2)

In clause 4.3.2.5 ‘Physical environmental conditions’, the first paragraph is replaced by the following:

‘The climatic and physical environmental conditions of control-command equipment expected on the train shall be defined by reference to Annex A, Index A4’.

(3)

Clause 4.3.3.3 is replaced by the following:

‘4.3.3.3.   Physical environmental conditions

The climatic and physical environmental conditions expected in the infrastructure shall be defined by reference to Annex A, Index A5’.

(4)

In Section 4.8, the second paragraph is replaced by the following:

‘The data to be provided for the registers provided for in Articles 34 and 35 of Directive 2008/57/EC are those indicated in Commission Implementing Decision 2011/633/EU of 15 September 2011 on the common specifications of the register of railway infrastructure (*1) and Commission Implementing Decision 2011/665/EU of 4 October 2011 on the European register of authorised types of railway vehicles (*2).

(*1)   OJ L 256, 1.10.2011, p. 1."

(*2)   OJ L 264, 8.10.2011, p. 32.’."

(5)

Clause 6.2.1 ‘Assessment procedures’ is amended as follows:

(6)

In clause 6.2.1.3 ‘Assessment in migration phases’, the sixth paragraph is deleted.

(7)

In clause 6.2.2.3 ‘Conditions for use of modules for on-board and track-side assemblies’, sub-clause ‘On-board assembly validation’, the third paragraph is replaced by the following:

‘If the tests show that the specifications are not achieved in all cases (e.g. TSI compliance only up to a certain speed), the consequences with regard to compliance with the TSI shall be recorded on the certificate of conformity’.

(8)

In clause 7.4.2.1 ‘Category of each specific case is given in Annex A, Appendix 1’, in the table, the justifications of items 1, 3, 4, 5, 6, 7, 10, 13 and 15 are replaced by the following:

(9)

Annex A is amended as follows:

(10)

Annex B is amended as follows:

(11)

Annex C is deleted.

(12)

Annex E is amended as follows:

(1)

In clause 2.2.4, the second paragraph is replaced by the following:

‘Any high speed or conventional train fitted with Class A On-board system in accordance with the corresponding TSI shall not, on grounds concerning anyone of both TSIs and under the conditions stated therein, be restricted in operating on any trans-European high speed or conventional route with infrastructure fitted with Class A track-side system in accordance with the corresponding TSI’.

(2)

In clause 4.3.2.3 ‘Guaranteed train braking performance and characteristics’, the third paragraph is replaced by the following:

‘For fixed trainsets the guaranteed braking performance is given by the manufacturers’.

(3)

Clause 4.3.2.5 is replaced by the following:

‘4.3.2.5.   Physical environmental conditions

The climatic and physical environmental conditions of Control Command equipment expected on the train shall be defined by reference to Annex A, index A4 and index A5’.

(4)

In clause 4.3.2.9 ‘Hot Axle Box Detectors’, the second paragraph is replaced by the following:

‘This interface is relevant to the Class A HABD system’.

(5)

Clause 4.3.3.4 is replaced by the following:

‘4.3.3.4.   Use of electric/magnetic brakes

To ensure the proper function of Control Command track-side equipment, the use of magnetic brakes and eddy current brakes shall be defined by reference to Annex A, Appendix 1, clause 5.2’.

(6)

In Section 4.8, the second paragraph is replaced by the following:

‘The data to be provided for the registers provided for in Articles 34 and 35 of Directive 2008/57/EC of the European Parliament and of the Council (*1) are those indicated in Commission Implementing Decision 2011/633/EU of 15 September 2011 on the common specifications of the register of railway infrastructure (*2) and Commission Implementing Decision 2011/665/EU of 4 October 2011 on the European register of authorised types of railway vehicles (*3).

(*1)   OJ L 191, 18.7.2008, p. 1."

(*2)   OJ L 256, 1.10.2011, p. 1."

(*3)   OJ L 264, 8.10.2011, p. 32.’."

(7)

Clause 6.2.1 ‘Assessment procedures’ is amended as follows:

(8)

In clause 6.2.1.3 ‘Assessment in migration phases’, the sixth paragraph is deleted.

(9)

In clause 6.2.2.3.1 ‘On-Board Assembly Validation’, the third paragraph is replaced by the following:

‘In case there are limitations to a general applicability of the results of the tests (e.g. TSI compliance proven only up to a certain speed), these limitations shall be recorded in the certificate’.

(10)

In clause 6.2.2.3.2 ‘Track-side Assembly Validation’, the fourth paragraph is replaced by the following:

‘In case there are limitations to a general applicability of the results of the tests (e.g. TSI compliance proven only up to a certain speed), these limitations shall be recorded in the certificate’.

(11)

Clause 7.2.8 is deleted.

(12)

In clause 7.2.9 ‘Rolling stock with train protection Class A and Class B equipment’, the second paragraph is replaced by the following:

‘Also, the Class B system could be implemented independently (or, in case of upgrade or renewal, be left “as is”), in case of Class B systems for which an STM is not an economically viable alternative, from the rolling stock owner’s point of view. However, if a STM is not used, the Railway Undertaking must ensure that the absence of a “handshake” (= handling, by ETCS, of transitions between Class A and Class B on track-side) nevertheless is properly managed’.

(13)

Clause 7.2.10 is deleted.

(14)

In clause 7.5.2.1 ‘Category of each specific case is given in Annex A, Appendix 1’, in the table, the justifications of items 1, 3, 4, 5, 6, 8, 11, 14 and 17 are replaced by the following:

(15)

Annex A is amended as follows:

(16)

Annex B is amended as follows:

(17)

Annex C is deleted.

(18)

Annex E is amended as follows:

(1)

In clause 3.4.3 ‘TECHNICAL COMPATIBILITY’, sixth paragraph, the 10th indent is deleted.

(2)

Clause 4.2.3.2 is replaced by the following:

‘4.2.3.2.    Static axle load, mass per unit length and geometrical characteristics of axle spacing

The permissible payload that a wagon may carry, for lines up to 25t, shall be determined by application of clauses 6.1 and 6.2 of EN 15528:2008. For the train detection systems characteristics additional requirements are imposed on wagons (see CCS TSI Annex A, Appendix 1)’.

(3)

In clause 4.2.4.1.2.2 ‘Braking Performance elements’, subclause ‘Brake mass percentage’, the second paragraph is replaced by the following:

‘The method of determining the brake mass/brake mass percentage shall remain applicable in addition to the method of deceleration profiles; the manufacturer shall supply these values’.

(4)

In clause 4.2.4.1.2.8 ‘Parking Brake’, the 11th paragraph is replaced by the following:

‘The minimum parking brake performance, considering no wind, shall be determined by calculations as defined in clause 6 of EN 14531-6:2009. The minimum performance of the parking brake shall be marked on the unit. The marking shall comply with EN 15877-1:2010 (clause 4.5.25)’.

(5)

In clause 4.2.6.1.1 ‘General’, the third paragraph is deleted.

(6)

In clause 4.2.8 ‘MAINTENANCE: MAINTENANCE FILE’, the fifth paragraph is deleted.

(7)

In clause 4.2.8.1.2 ‘Management of the Maintenance File’, the first indent is deleted.

(8)

Clause 4.3.2.1 is replaced by the following:

‘4.3.2.1.    Static axle load, mass per unit length and geometrical characteristics of axle spacing (Section 4.2.3.2)

Section 4.2.3.2 of the present TSI specifies the mass per unit length and geometrical characteristics of axle spacing, including, requirements imposed on wagons (see CCS TSI Annex A, Appendix 1) for the train detection systems characteristics’.

(9)

In clause 4.3.3.9 ‘Environmental Conditions’, the first paragraph is replaced by the following:

‘When a limit of the climatic conditions defined in Section 4.2.6.1.2 of this TSI is exceeded, the system is in a degraded mode. In this case operational restrictions shall be considered and information given to the Railway Undertaking or train driver’.

(10)

The title of clause 4.3.5.4 is replaced by the following:

‘4.3.5.4.    Static axle load, mass per unit length and geometrical characteristics of axle spacing ’.

(11)

Section 4.8 is replaced by the following:

‘4.8.   REGISTER OF INFRASTRUCTURE AND EUROPEAN REGISTER OF AUTHORISED TYPES OF VEHICLES

The data to be provided for the register provided for in Articles 34 of Directive 2008/57/EC are those indicated in Commission Implementing Decision 2011/665/EU of 4 October 2011 on the European register of authorised types of railway vehicles (*1).

(*1)   OJ L 264, 8.10.2011, p. 32.’."

(12)

Section 7.6.5 is replaced by the following:

7.6.5.   Even if a wagon has been authorised for placing in service, there is a need to ensure that it is operated on compatible infrastructures’.

(13)

In Annex C, Section C.4 ‘GA, GB, GC VEHICLE GAUGES’, the second paragraph is replaced by the following:

‘Loads and vehicles conforming to enlarged gauges GA, GB or GC shall only be allowed on lines widened to these gauges. All GA, GB and GC movements on lines not widened to these gauges shall be treated as special consignments’.

(14)

Annex D is deleted.

(15)

Annex H is deleted.

(16)

In Annex I, Figure I.5 is replaced by the following:

(17)

In Annex P, Table P.3 is amended as follows:

(18)

In Annex Q, Table Q.1 is amended as follows:

(19)

In Annex T, Section T.1.1 ‘Introduction’, the first paragraph is replaced by the following:

‘The following freight wagon gauges are available on lines in Great Britain: W6, W7, W8 and W9. The gauges are described below in Section A –W6, Section B —Sample Calculation, Section C —W7 and W8, Section D —W9. Application of these gauges is limited to vehicles whose lateral suspension movement and sway is minimal. Vehicles with soft lateral suspension and/or large sway shall be evaluated dynamically according to Notified National Standards’.

(20)

In Annex V, Section V.2 is amended as follows:

(21)

Annex AA is amended as follows:

(22)

Annex FF is amended as follows:

(23)

Annex KK is deleted.

(1)

The title ‘DRAFT TECHNICAL SPECIFICATION FOR INTEROPERABILITY’ is replaced by the following:

‘TECHNICAL SPECIFICATION FOR INTEROPERABILITY’.

(2)

In clause 4.2.4.1 ‘Hot axle box detectors’, the second paragraph is replaced by the following:

‘The IM shall designate line-side hot axle box detectors and their location. The RU shall include information about these in the Route Book’.

(3)

Clause 4.2.5.9 is replaced by the following:

‘4.2.5.9.   Emergency lighting system in the train

The provisions in clause 4.2.7.12 “Emergency lighting” of HS RST TSI apply also to CR passenger rolling stock, except that an autonomy of 90 minutes after the main energy supply has failed is required.’.

(4)

In clause 4.3.2 ‘Interfaces with the Infrastructure subsystem’, the header of the first column in the table is replaced by ‘SRT TSI’.

(5)

Clause 4.3.2.1. is replaced by the following:

‘4.3.2.1.   Escape walkways

The definition of escape walkways is described in Section 4.2.2.7 of the present TSI.’.

(6)

In clause 4.3.3 ‘Interfaces with the Energy subsystem’, the header of the first column in the table is replaced by ‘SRT TSI’.

(7)

In clause 4.3.4 ‘Interfaces with the Control-Command-Signalling subsystem’, the header of the first column in the table is replaced by ‘SRT TSI’.

(8)

In clause 4.3.5 ‘Interfaces with the Traffic Management and Operation subsystem’, the header of the first column in the table is replaced by ‘SRT TSI’.

(9)

Clause 4.3.6 ‘Interfaces with the rolling stock subsystem’ is amended as follows:

(10)

In clause 4.3.7 ‘Interfaces with the PRM subsystem’, the header of the first column in the table is replaced by ‘SRT TSI’.

(11)

Section 4.8 is replaced by the following:

‘4.8.   Register of infrastructure and European register of authorised types of vehicles

The data to be provided for the registers provided for in Articles 34 and 35 of Directive 2008/57/EC of the European Parliament and of the Council (*1) are those indicated in Commission Implementing Decision 2011/633/EU of 15 September 2011 on the common specifications of the register of railway infrastructure (*2) and Commission Implementing Decision 2011/665/EU of 4 October 2011 on the European register of authorised types of railway vehicles (*3).

(*1)   OJ L 191, 18.7.2008, p. 1."

(*2)   OJ L 256, 1.10.2011, p. 1."

(*3)   OJ L 264, 8.10.2011, p. 32.’ "

(12)

In clause 6.2.1 ‘Conformity assessment (general)’, the text ‘CR SRT TSI’ is replaced by ‘SRT TSI’.

(13)

Annex A is deleted.

(14)

Annex B is deleted.

(15)

Annex F is amended as follows:

(1)

Clause 4.1.2.18.1 is replaced by the following:

‘4.1.2.18.1.   Platform height

For platforms on the High Speed network where trains complying with the High-Speed Rolling Stock TSI are intended to stop in normal commercial operation, values are set in the HS INS TSI (clause 4.2.20.4).

For platforms on the High Speed network where no train complying with the High-Speed Rolling Stock TSI is intended to stop in normal commercial operation and for platforms on the Conventional Rail Network, two nominal values are permissible for platform height: 550 mm and 760 mm above the running surface. The tolerances of these dimensions shall be within –35 mm/+ 0 mm.

For platforms on the Conventional Rail Network where tramways (e.g. Stadtbahn or Tram-Train) are intended to stop, a nominal height of platform between 300 mm and 380 mm is permitted. The tolerances on these dimensions shall be within +/–20 mm.

In curves with a radius of less than 500 m, it is permitted for the platform height to be greater or less than those specified provided that the first useable step of the vehicle complies with figure 11 in clause 4.2.2.12.1’.

(2)

In clause 4.2.2.2.2.1 ‘Priority seats. General’, figure 3 is replaced by the following:

(3)

In clause 7.3.2 ‘Rolling Stock’, the third paragraph is replaced by the following:

‘This TSI does not apply to Rolling Stock being renewed or upgraded under the terms of a contract already signed or under final phase of tendering procedure at the date of entry into force of this TSI.’.

(4)

In Annex N ‘PRM Signage’, figure 1 is replaced by the following:

Figure 1 ’

(1)

In Section 2.1 ‘Definition of the infrastructure domain’ the second paragraph is replaced by the following:

‘The infrastructure structural subsystem of the trans-European high-speed rail system includes the tracks and switches and crossings of the high-speed lines within the scope set out in Chapter 1’.

(2)

In clause 4.2.1 ‘General provisions’ the ninth paragraph is replaced by the following:

‘The performance levels of high-speed trains can also be enhanced by adopting specific systems, such as vehicle body tilting. Special conditions are permitted for running such trains, provided they do not entail restrictions for high-speed trains not equipped with tilting’.

(3)

In clause 4.2.3 ‘Minimum infrastructure gauge’ the third paragraph is deleted.

(4)

In clause 4.2.8.1 ‘Cant deficiency on plain track and on the through route of switches and crossings’ note (a) is deleted.

(5)

Clause 4.2.9.2 ‘Design values’ is amended as follows:

(6)

In clause 4.2.9.3.1 ‘Minimum values of mean track gauge’, the table is replaced by the following:

(7)

In clause 4.2.11 ‘Rail inclination’, point (a) ‘Plain line’, the second paragraph is replaced by the following:

‘The rail inclination for a given route shall be selected from the range 1/20 to 1/40’.

(8)

In clause 4.2.13.1 ‘Lines of category I’, subsection ‘Longitudinal loads’, the last paragraph is deleted.

(9)

Clause 4.2.14.1 is replaced by the following:

‘4.2.14.1.   Vertical loads

Structures shall be designed to support vertical loads in accordance with the following load models, defined in EN 1991-2:2003:

The load models shall be multiplied by the factor alpha (α) as set out in EN 1991-2:2003 paragraphs 6.3.2(3)P and 6.3.3(5)P. The value of α shall be equal to or greater than 1.

The load effects from the load models shall be enhanced by the dynamic factor phi (Φ) as set out in EN 1991-2:2003 paragraphs 6.4.3(1)P and 6.4.5.2(2).

The maximum vertical deflection of a bridge deck shall not exceed the values set out in paragraph A2.4.4.2.3(1) of Annex A2 of EN 1990:2002 + EN 1990:2002/A1:2005.’.

(10)

In clause 4.2.14.2 ‘Dynamic analysis’, the third paragraph is replaced by the following:

‘The maximum permitted peak design values of bridge deck acceleration calculated along the line of a track shall not exceed the values set out in paragraph A2.4.4.2.1(4)P of Annex A2 of EN 1990:2002 + EN 1990:2002/A1:2005. The design of bridges shall take into account the most unfavourable effects of either the vertical loads specified in clause 4.2.14.1 or load model HSLM, in accordance with EN 1991-2:2003 paragraph 6.4.6.5(3).’.

(11)

Clause 4.2.14.4 is replaced by the following:

‘4.2.14.4.   Nosing forces

The nosing force shall be taken into account in the design of structures as set out in EN 1991-2:2003 paragraphs 6.5.2(2)P and (3). It shall be applied on both straight track and curved track.’.

(12)

In clause 4.2.14.5 ‘Actions due to traction and braking (longitudinal loads)’, the first paragraph is replaced by the following:

‘Traction and braking forces shall be taken into account in the design of structures as set out in EN 1991-2:2003 paragraphs 6.5.3(2)P, (4), (5) and (6). The direction of the traction and braking forces shall take account of the permitted directions of travel on each track.’.

(13)

In clause 4.2.18 ‘Electrical characteristics’, the second paragraph is deleted.

(14)

In clause 4.2.23.1 ‘Lateral space alongside tracks’ the second paragraph is replaced by the following:

‘On lines of Category II and III, a similar lateral space shall be provided at all locations where this provision is reasonably practicable. Where a space cannot be provided, Railway Undertakings shall be informed of this specific situation’.

(15)

In clause 4.7 ‘Health and safety conditions’, the third paragraph is replaced by the following:

‘Staff engaged in the maintenance of the high-speed infrastructure subsystem, when working on or near the track, shall wear reflective clothes, which bear the EC mark’.

(16)

Clause 4.8 is replaced by the following:

‘4.8.   Register of infrastructure and European register of authorised types of vehicles

The data to be provided for the register provided for in Article 35 of Directive 2008/57/EC of the European Parliament and of the Council (*1) are those indicated in Commission Implementing Decision 2011/633/EU of 15 September 2011 on the common specifications of the register of railway infrastructure (*2).

(*1)   OJ L 191, 18.7.2008, p. 1."

(*2)   OJ L 256, 1.10.2011, p. 1.’."

(17)

In clause 5.3.1.1 ‘Railhead profile’, points (a) and (b) are replaced by the following:

‘(a)   Plain Line

The railhead profile shall be selected from the range set out in EN 13674-1:2011 Annex A.

(b)   Switches and crossings:

The railhead profile shall be selected from the range set out in Annex A of EN 13674-1:2011 and in Annex A of EN 13674-2:2006 + A1:2010.’.

(18)

Clause 5.3.1.3 is replaced by the following:

‘5.3.1.3.   Steel grade

(a)   Plain line

The steel grade of the rail shall comply with EN 13674-1:2011 Chapter 5.

(b)   Switches and crossings

The steel grade of the rail shall comply with EN 13674-2:2006 + A1:2010 Chapter 5’.

(19)

In clause 5.3.2 ‘The rail fastening systems’, point (d) is deleted.

(20)

In clause 6.1.6.2 ‘Assessment of fastening system’, the second indent is deleted.

(21)

In clause 7.3.5 ‘Particular features on the Finnish network’, the table in the subsection ‘Equivalent conicity’ is replaced by the following:

(22)

In clause 7.3.6.2, Section ‘Platforms (Section 4.2.20)’, subsection ‘Minimum platform length’, the second paragraph is deleted.

(23)

Annex A is amended as follows:

(24)

In Annex B1, in Table B1, row ‘4.2.18 Electrical characteristics’ is deleted.

(25)

In Annex C, the chapter title: ‘Module A: Internal Design Control with Production Verification’ is replaced by the chapter title: ‘Module A1: Internal Design Control with Production Verification’.

(26)

Annex D is deleted.

(27)

Annex F is deleted.

(28)

In Annex H, the fourth line is deleted.

(1)

In clause 3.4.3 ‘Technical Compatibility’, subsection ‘Essential requirement 2.4.3 paragraph 3’, second subparagraph, the 18th indent is deleted.

(2)

In Section 3.7 ‘Elements of the rolling stock subsystem related to the essential requirements’, the last row ‘Infrastructure and rolling stock register’ of the table is deleted.

(3)

In Section 4.1 ‘Introduction’ the third paragraph is replaced by the following sentence:

‘The common characteristics of rolling stock subsystem are defined in Section 4 of this TSI’.

(4)

In clause 4.2.2.5, the second paragraph is deleted.

(5)

In clause 4.2.3.1, the third paragraph is replaced by the following:

‘The type or design examination certificate of “EC” verification of the rolling stock shall indicate the assessed gauge’.

(6)

In clause 4.2.3.3.2.1 ‘Class 1 trains’, the seventh paragraph is replaced by the following:

‘When, for vehicles with independent rotating wheels, inhibition of false alarms by using the train identification number is not possible, priority shall be given to the on-board detection system provided that all bearings of the wheels are monitored’.

(7)

In clause 4.2.3.3.2.3.2 ‘Functional requirements for the vehicle’, the third paragraph is replaced by the following:

‘As an alternative to this requirement on alarm trigger levels, it is permissible by mutual agreement between the infrastructure-manager and the railway undertaking to identify trains by train identification systems and use specific alarm trigger levels as agreed, that are different from the above levels.’.

(8)

In clause 4.2.3.4.3 ‘Track loading limit values’, point (b) ‘Longitudinal load’, the fourth paragraph is replaced by the following:

‘case 2: for other braking cases, such as a normal service braking for speed reduction or non-repetitive braking to a halt, or repetitive braking for speed control, the use of the brake and the maximum braking force allowed shall be determined by the infrastructure manager for each line concerned. Any limitations on the braking force defined in clause 4.2.4.5 shall be justified and taken into account in the operating rules’.

(9)

In clause 4.2.3.4.5 ‘Design for vehicle stability’, the third paragraph is replaced by the following:

‘The range of values of speed and conicity for which the vehicle is designed to be stable shall be specified and certified’.

(10)

In clause 4.2.3.4.7 ‘Design values for wheel profiles’, in table 4, the text in the column ‘rail head profile’ for rows of ‘test condition No’ 5 and 6 is replaced by the following:

‘rail section 60 E 2 defined in EN 13674-1:2003/A1:2007’.

(11)

Clause 4.2.3.7 is replaced by the following:

‘4.2.3.7.   Minimum curve radius

This parameter is an interface with the high-speed infrastructure subsystem in that the minimum curvatures to be taken into account are defined on one hand for the high-speed tracks (based on the cant deficiency) and on the other hand for the stabling tracks. Reference shall be made to clauses 4.2.6 and 4.2.24.3 of the High-Speed Infrastructure TSI 2006’.

(12)

In clause 4.2.4.5 ‘Eddy current brakes’, second paragraph, the first indent is replaced by the following:

(13)

In clause 4.2.4.5 ‘Eddy current brakes’, second paragraph, the second indent is replaced by the following:

(14)

Clause 4.2.6.1 is replaced by the following:

‘4.2.6.1.   Environmental conditions

The rolling stock and all its constituent parts shall meet the requirements of this TSI within the climatic zones T1, or T2, or T3 as specified in EN50125-1:1999 in which it is intended to run’.

(15)

In clause 4.2.6.2.2 ‘Aerodynamic loads on passengers on a platform’, subsection ‘Test conditions’, the second paragraph is replaced by the following:

‘If the assessment is successful for a platform height of 240 mm or lower, the train shall be deemed to be acceptable for all lines’.

(16)

In clause 4.2.7.2.2 ‘Measures to prevent fire’, the third paragraph is replaced by the following:

‘The conformity requirements are addressed in clause 7.1.7’.

(17)

In clause 4.2.7.4.2.1 ‘Horns — General’, the following text is added after point (d):

‘or

(18)

In clause 4.2.7.4.2.5 ‘Horns — Interoperability constituent requirements’, the following text is added:

‘or

660 Hz ± 30 Hz’.

(19)

In clause 4.2.8.3.6.1 ‘Pantograph contact force’, point (b) ‘Adjustment of pantograph mean contact force and integration into the Rolling Stock Sub-System’, the fifth paragraph is deleted.

(20)

In clause 4.2.10.1 ‘Responsibilities’, the fifth paragraph is deleted.

(21)

In clause 4.2.10.2.2 ‘The Maintenance Documentation’ first paragraph, the fourth indent is replaced by the following:

‘Safety/interoperability-relevant limits: For the safety/interoperability relevant components or parts according to this TSI, this document shall give the measurable limits not to be exceeded in service (to include operation in degraded mode)’.

(22)

In clause 4.2.10.3 ‘Management of the maintenance file’, fourth paragraph, the first indent is deleted.

(23)

In clause 4.2.10.4 ‘Management of the maintenance information’, the first indent is deleted.

(24)

Section 4.8 is replaced by the following:

‘4.8.   Register of infrastructure and European register of authorised types of vehicles

The data to be provided for the register provided for in Article 34 of Directive 2008/57/EC of the European Parliament and of the Council (*1) are those indicated in Commission Implementing Decision 2011/665/EU of 4 October 2011 on the European register of authorised types of railway vehicles (*2).

(*1)   OJ L 191, 18.7.2008, p. 1."

(*2)   OJ L 264, 8.10.2011, p. 32.’."

(25)

Clause 7.1.3 is replaced by the following:

‘7.1.3.   Newly built rolling stock of an existing design not certified to the previous version (2002) of the HS RST TSI

For newly built rolling stock of an existing design, in case of class 2 rolling stock, which was not in the scope of the previous (2002) version of the HS RST TSI, it is permitted, during a transitional period of 4 years starting at the date of application of the present TSI (i.e. 1 September 2008), to authorise such rolling stock to be placed in service without application of the present HS RST TSI. In this case, the notified national rules shall apply. After the end of the transitional period of 4 years, an assessment of conformity to the present HS RST TSI shall be performed to allow the concerned newly built rolling stock to be placed in service.

An existing design as mentioned in clauses 7.1.2 and 7.1.3 is a particular design which has already been used to produce a type of rolling stock, which has already been authorised to be placed into service in a Member State before the date of application of the present TSI.’.

(26)

Clause 7.1.8.2 is replaced by the following:

‘7.1.8.2.   Future agreements

Any future agreement or modification of existing agreements, in particular those which include the procurement of rolling stock whose design is not certified in accordance with the TSIs, shall take into account EU legislation and this TSI. Member States shall notify the Commission of such agreements/modifications. The same procedure as set out in clause 7.1.8.1 then applies’.

(27)

In clause 7.3.2.7 ‘Hot axle box detection for Class 2 trains [clause 4.2.3.3.2.3]’, subsection ‘Functional requirements for the vehicle’ is replaced by the following:

‘ Functional requirements for the vehicle

Mutual agreement between the infrastructure-manager and the railway undertaking is requested to identify trains by train identification systems and use of specific alarm trigger levels’.

(28)

In clause 7.3.2.10 ‘Maximum train length [4.2.3.5]’, subsection ‘Specific case for Great Britain’ is replaced by the following:

‘ Specific case for Great Britain

Category “P”- permanent

The High Speed Infrastructure TSI 2006 contains a specific case for the British network requiring platforms on upgraded lines to have a usable length of at least 300m. The length of high speed trains intended for operation on the British network shall be compatible with the length of the platforms at which they are intended to stop’.

(29)

In clause 7.3.2.19 ‘Pantograph [4.2.8.3.6]’ the, subsection ‘Specific case for trains running on Great Britain network’ is replaced by the following:

‘ Specific case for trains running on Great Britain network

Category “P”- permanent

For lines in Categories II and III, pantograph heads shall not have insulated horns, unless permitted for specific routes.

For lines in Categories II and III, the conducting range of the pantograph head shall be 1 300 mm.

Pantographs shall have a working range of 2,1 m.

Pantograph heads shall have a maximum along track width of 400 mm’.

(30)

In clause 7.3.2.19 ‘Pantograph [4.2.8.3.6]’, subsection ‘The Pantograph Envelope’, the second paragraph is replaced by the following:

‘At all speeds up to line speed; maximum cant; maximum wind speed at which unrestricted operation is possible, and extreme wind speed:’.

(31)

Annex F is amended as follows:

(32)

Annex I is deleted.

(33)

In Annex N, figure N1 is replaced by the following:

‘ Figure N1

Rail acoustic roughness limit spectrum of the reference track

Key

(34)

In Annex P, Part P.1 ‘Introduction’, the first paragraph is replaced by the following:

‘This annex describes the procedure that shall be followed to determine the deceleration ai (m/s2) for the speed range [vi-1, vi] in the degraded conditions of case B in table 6 of clause 4.2.4.1 of this TSI and the corresponding maximum stopping distances in Table 7 of clause 4.2.4.1 of this TSI’.

(1)

In clause 4.2.2 ‘Voltage and frequency’, the second paragraph is replaced by the following:

‘The voltage and frequency at the terminals of the substation and at the pantograph shall comply with EN 50163:2004, clause 4. Conformity shall be demonstrated by means of a design review’.

(2)

In clause 4.2.3, ‘System performance and installed power’, the second paragraph is replaced by the following:

‘The Energy subsystem design shall assure the ability of the power supply to achieve the specified performance’.

(3)

In clause 4.2.4 ‘Regenerative braking’, the second paragraph is replaced by the following:

‘DC power supply systems are not required to be designed to permit the use of regenerative braking as a service brake’.

(4)

In clause 4.2.6 ‘External electromagnetic compatibility’, the first paragraph is replaced by the following:

‘External electromagnetic compatibility is not a specific characteristic of the trans-European high-speed rail network. Energy supply installations shall comply with EN 50121-2:2006 to meet all requirements concerning electromagnetic compatibility’.

(5)

In clause 4.2.9.2 ‘Geometry of overhead contact line’, the fourth paragraph is deleted.

(6)

In clause 4.2.10 ‘Compliance of the overhead contact line system with infrastructure gauge’ the first paragraph is replaced by the following:

‘The design of the overhead contact line system shall comply with the infrastructure gauges defined in clause 4.2.3 of the High Speed Infrastructure TSI. Overhead contact line design shall comply with the kinematic envelope of the vehicles’.

(7)

In clause 4.2.15 ‘Mean contact force’ the seventh paragraph is replaced by the following:

‘New lines may additionally permit the use of Pantographs following C1 or C2 curves. Existing lines may require the use of pantographs following curves C1 or C2’.

(8)

In clause 4.2.20 ‘Current capacity, DC systems, trains at standstill’, the fourth paragraph is replaced by:

‘Conformity assessment shall be carried out in accordance with EN 50367:2006, Annex A.4.1’.

(9)

Clause 4.2.21 ‘Phase separation sections’ is amended as follows:

(10)

In clause 4.2.22.1 the third paragraph is replaced by the following:

‘The neighbouring Infrastructure Managers shall agree either point (a) or point (b) according to the prevailing circumstances’.

(11)

In clause 4.2.23 ‘Electrical Protection Coordination Arrangements’ the first paragraph is replaced by the following:

‘Electrical protection coordination design of the Energy subsystem shall comply with the requirements detailed in EN 50388:2005, clause 11’.

(12)

Clause 4.2.25 is replaced by the following:

‘4.2.25.   Harmonics and Dynamic Effects

The High Speed Energy subsystem shall withstand overvoltages generated by rolling stock harmonics up to the limits stated in EN 50388:2005 clause 10.4 for AC supply. Conformity assessment shall consist of a compatibility study that demonstrates that the subsystem element can withstand harmonics up to the defined limits according to EN 50388:2005, clause 10. Conformity assessment shall be conducted according to EN 50388:2005 clause 10’.

(13)

Section 4.8 is replaced by the following:

‘4.8.   Register of infrastructure and European register of authorised types of vehicles

The data to be provided for the register provided for in Article 35 of Directive 2008/57/EC of the European Parliament and of the Council (*1) are those indicated in Commission Implementing Decision 2011/633/EU of 15 September 2011 on the common specifications of the register of railway infrastructure (*2).

(*1)   OJ L 191, 18.7.2008, p. 1."

(*2)   OJ L 256, 1.10.2011, p. 1.’."

(14)

In clause 6.2.2.1 ‘General’, the first paragraph is replaced by the following:

‘For the assessment procedure of the Energy subsystem the Contracting Entity or its authorised representative established within the Union may choose either:

(15)

Annex D is deleted.

(16)

Annex E is deleted.

(1)

In clause 4.1 ‘Introduction’, the third paragraph is replaced by the following:

‘Taking account of all the applicable essential requirements, the energy subsystem is characterised by the specifications set out in clauses 4.2 to 4.7’.

(2)

In clause 4.2.3 ‘Voltage and frequency’, the fourth paragraph is deleted.

(3)

In clause 4.2.4.1 ‘Maximum train current’, the first paragraph is deleted.

(4)

In clause 4.2.6 ‘Current capacity, DC systems, trains at standstill’, the third paragraph is deleted.

(5)

In clause 4.2.7 ‘Regenerative braking’, the third paragraph is deleted.

(6)

In clause 4.2.13.1 ‘Contact wire height’, the fifth paragraph is deleted.

(7)

In clause 4.2.13.3 ‘Lateral deviation’, the fourth paragraph is deleted.

(8)

In clause 4.2.17 ‘Pantograph spacing’, the last paragraph (text after table 4.2.17) is deleted.

(9)

In clause 4.2.18 ‘Contact wire material’, the third paragraph is replaced by the following:

‘For AC lines the contact wire shall be designed to permit the use of plain carbon contact strips (CR LOC&PAS TSI clause 4.2.8.2.9.4.2).’.

(10)

In clause 4.2.19 ‘Phase separation sections’, the fourth paragraph is deleted.

(11)

In clause 4.2.20.1 ‘General’, the third paragraph is replaced by the following:

‘The neighbouring Infrastructure Managers shall agree either (a) or (b) according to the prevailing circumstances.’.

(12)

In clause 4.2.20.2 ‘Pantographs raised’, the second paragraph is deleted.

(13)

Clauses 4.4.2.1 and 4.4.2.2 are replaced by the following:

‘4.4.2.1.   Management of power supply under normal conditions

Under normal conditions in order to conform to clause 4.2.4.1, the maximum permissible train current shall not exceed the value contained in the Register of Infrastructure.

4.4.2.2.   Management of power supply under abnormal conditions

Under abnormal conditions the maximum permissible train current can be lower. The Infrastructure Manager shall give notice of the variation to the Railway Undertakings’.

(14)

Clause 4.8 is replaced by the following:

‘4.8.   Register of infrastructure and European register of authorised types of vehicles

The data to be provided for the register provided for in Article 35 of Directive 2008/57/EC are those indicated in Commission Implementing Decision 2011/633/EU of 15 September 2011 on the common specifications of the register of railway infrastructure (*1).

(*1)   OJ L 256, 1.10.2011, p. 1.’."

(15)

In clause 7.4.1 ‘Introduction’, the fifth paragraph is replaced by the following:

‘An existing subsystem may allow the circulation of TSI-conform vehicles whilst meeting the essential requirements of Directive 2008/57/EC. The infrastructure manager should be able in this case, on a voluntary basis, to demonstrate compliance of the existing subsystem with the basic parameters of this TSI’.

(16)

Clause 7.4.4 is replaced by the following:

‘7.4.4.   Existing subsystems that are not subject to a renewal or upgrading project

A subsystem in current operation may permit trains conforming to the requirements of the HS and CR rolling stock TSIs to operate whilst meeting the essential requirements’.

(17)

Annex C is deleted.

(18)

Annex D is deleted.

(1)

In Section 4.2.1 ‘TSI categories of line’, point (4) is deleted.

(2)

In Section 4.2.2 ‘Performance parameters’, points (6), (7) and (8) are deleted.

(3)

Section 4.2.3.2 ‘Requirements for basic parameters’ is amended as follows:

(4)

In Section 4.2.4.2 ‘Distance between track centres’, point (3) is deleted.

(5)

In Section 4.2.4.3, points (9) and (10) are deleted.

(6)

In Section 4.2.4.4 ‘Minimum radius of horizontal curve’, point (5) is deleted.

(7)

In Section 4.2.5.1 ‘Nominal track gauge’, point (2) is deleted.

(8)

In Section 4.2.5.2 ‘Cant’, point (2) is deleted.

(9)

In Section 4.2.5.7.1 ‘Plain line’, point (3) is deleted.

(10)

Section 4.2.7.2.2 ‘Compatibility with braking systems’ is amended as follows:

(11)

In Section 4.2.10.1 ‘Usable length of platforms’, point (3) is deleted.

(12)

In Section 4.2.12.1 ‘Distance markers’, point (2) is deleted.

(13)

In Section 4.2.13.1 ‘General’, point (2) is deleted.

(14)

Section 4.8 is replaced by the following:

‘4.8.   Register of infrastructure and European register of authorised types of vehicles

The data to be provided for the register provided for in Article 35 of Directive 2008/57/EC are those indicated in Commission Implementing Decision 2011/633/EU of 15 September 2011 on the common specifications of the register of railway infrastructure (*1).

(*1)   OJ L 256, 1.10.2011, p. 1.’."

(15)

In Section 5.3.1.1 ‘Railhead profile’, point (2) is deleted.

(16)

Section 6.1.4.2 ‘EC declaration of conformity for the rail’ is deleted.

(17)

Section 6.5 ‘Assessment of Register of Infrastructure’ is deleted.

(18)

Section 7.3.4 ‘Existing lines that are not subject to a renewal or upgrading project’ is amended as follows:

(19)

In Section 7.6.3.1 ‘Performance parameters (4.2.2)’, point (6) is deleted.

(20)

In Section 7.6.10.1 ‘Structure gauge (4.2.4.1)’, point (4) is deleted.

(21)

Annex D is deleted.

(1)

In clause 4.1.1 ‘General’, the fifth paragraph is deleted.

(2)

In clause 4.2.2.2.3 ‘End coupling’, subclause (a) ‘End coupling — General’, first paragraph, the second indent is deleted.

(3)

In clause 4.2.2.10 ‘Load conditions and weighted mass’, the seventh paragraph is deleted.

(4)

In clause 4.2.3.1 ‘Gauging’, the sixth and seventh paragraphs are deleted.

(5)

In clause 4.2.3.3.1 ‘Rolling stock characteristics for the compatibility with train detection systems’, the second paragraph is deleted.

(6)

In clause 4.2.4.5.2 ‘Emergency braking’, subclause ‘Calculation of the deceleration’ the sixth paragraph (i.e. ‘for each load condition … of this TSI’) is deleted.

(7)

Clause 4.2.4.5.4 ‘Calculations related to thermal capacity’ is amended as follows:

(8)

In clause 4.2.4.5.5 ‘Parking brake’, the third paragraph is replaced by the following:

‘The unit (train or vehicle) parking brake performance shall be calculated as defined in the standard EN14531-6:2009’.

(9)

In clause 4.2.5.9 ‘Internal air quality’, second paragraph, second indent, the second subparagraph is replaced by the following:

‘If this emergency provision is ensured through battery supplied forced ventilation, measurements shall be performed in order to define the duration in which the CO2 level will remain below 10 000 ppm, assuming a passenger load derived from the load condition “design mass under normal payload”. The duration shall not be less than 30 minutes’.

(10)

In clause 4.2.6.1 ‘Environmental conditions’, the sixth paragraph is deleted.

(11)

In clause 4.2.6.1.1 ‘Altitude’, the second paragraph is deleted.

(12)

In clause 4.2.6.1.2 ‘Temperature’, the second paragraph is deleted.

(13)

In clause 4.2.6.1.5 ‘Snow, ice and hail’, the sixth paragraph is deleted.

(14)

In clause 4.2.8.1.2 ‘Requirements on performance’, the fifth paragraph is deleted.

(15)

In clause 4.2.8.2.2 ‘Operation within the range of voltages and frequencies’, the third paragraph is deleted.

(16)

In clause 4.2.8.2.4 ‘Maximum power and current from the overhead contact line’, the third paragraph is deleted.

(17)

In clause 4.2.8.2.5 ‘Maximum current at standstill for DC systems’, the second paragraph is replaced by the following:

‘Limit values are specified in clause 4.2.6 of the CR energy TSI’.

(18)

In clause 4.2.8.2.8 ‘Energy consumption measuring function’, the third paragraph is deleted.

(19)

In clause 4.2.8.2.9.2 ‘PANTOGRAPH HEAD GEOMETRY (IC LEVEL)’, the second paragraph is deleted.

(20)

In clause 4.2.10.1 ‘General and categorisation’, the fourth paragraph is deleted.

(21)

Clause 4.8 is replaced by the following:

‘4.8.   Register of infrastructure and European register of authorised types of vehicles

The data to be provided for the register provided for in Article 34 of Directive 2008/57/EC are those indicated in Commission Implementing Decision 2011/665/EU of 4 October 2011 on the European register of authorised types of railway vehicles (*1).

(*1)   OJ L 264, 8.10.2011, p. 32.’."