Commission Implementing Regulation (EU) 2023/1694 of 10 August 2023 amending Regulations (EU) No 321/2013, (EU) No 1299/2014, (EU) No 1300/2014, (EU) No 1301/2014, (EU) No 1302/2014, (EU) No 1304/2014 and Implementing Regulation (EU) 2019/777 (Text with EEA relevance)

‘Reference in TSI CCS’;

• (23) In point 4.3.4, Table 19 is amended as follows:

• (i) in the second column, the heading is replaced by the following:

‘Reference in TSI INF’;

• (ii) in the third column, the heading is replaced by the following:

‘Reference in TSI OPE’;

• (iii) row ‘Staff competences’ is replaced by:

Staff competences	4.6 Professional competences	4.2.1.1 General requirements

• (24) in point 5.3.3, point (2) is replaced by the following:

• ‘(2) For the nominal track gauge system of 1 435 mm, the design track gauge for track sleepers in straight alignments and in horizontal curves with radius greater than 300 m shall be 1 437 mm.’;

• (25) in point 6.1.5.1, points (a), (b) and (c) are replaced by the following:

• ‘(a) Rail hardness shall be tested for position RS in accordance with the specification referenced in Appendix T, Index [7].

• (b) Tensile strength shall be tested in accordance with the specification referenced in Appendix T, Index [7].

• (c) Fatigue test shall be done in accordance with the specification referenced in Appendix T, Index [7].’;

• (26) in point 6.1.5.2, point (1) is replaced by the following:

• ‘(1) (not used)’;

• (27) in point 6.2.4.1, point (1) is replaced by the following:

• ‘(1) Assessment of structure gauge as a design review shall be done against characteristic cross sections using the results of calculations made by infrastructure manager or the contracting entity on the basis of the specification referenced in Appendix T, Index [3].’;

• (28) in point 6.2.4.2, points (1) and (2) are replaced by the following:

• ‘(1) A design review for assessment of the distance between track centres shall be done using the results of calculations made by the Infrastructure Manager or the contracting entity on the basis of the specification referenced in Appendix T, Index [3]. The nominal distance between track centres shall be checked at the line layout where distances are given in parallel to the horizontal plane. The limit installation distance between track centres shall be checked with the radius and relevant cant.

• (2) After assembly before putting into service, distance between track centres shall be verified at critical locations where the limit installation distance between track centres as defined in accordance with the specification referenced in Appendix T, Index [3] is approached by less than 50 mm.’;

• (29) in point 6.2.4.4, the following point (3) is added:

• ‘(3) At assembly before putting into service, for the review of the minimum horizontal curve the measurement values provided by the applicant or infrastructure manager shall be assessed. Rules for acceptance of works defined by the infrastructure manager shall be taken into account.’;

• (30) point 6.2.4.6 is replaced by the following:

‘6.2.4.6.   Assessment of design values for equivalent conicity

Assessment of design values for equivalent conicity shall be done using the results of calculations made by the infrastructure manager or the contracting entity on the basis of the specification referenced in Appendix T, Index [5].’;

• (31) point 6.2.4.10 is replaced by the following:

‘6.2.4.10.   Assessment procedure of existing structures

	(1)	The assessment of existing structures against the requirements of points 4.2.7.4(3)(b) and (c) shall be done by one of the following methods: (a) A check that the values of EN line categories, in combination with the allowed speed published, or intended to be published, for the lines containing the structures, are in line with the requirements of Appendix E; (b) A check that the values of EN line categories, in combination with the allowed speed specified for the bridges or for the design, or alternative requirements specified with LM71 and factor alpha (α) for P1 and P2, are in line with the requirements of Appendix E; (c) A check that the traffic loads specified for the structures or for the design against the minimum requirements of points 4.2.7.1.1, 4.2.7.1.2 and 4.2.7.2. When reviewing the value of factor alpha (α) in accordance with points 4.2.7.1.1 and 4.2.7.2, it is only necessary to check that the value of factor alpha (α) is in line with the value of factor alpha (α) set out in Table 11; (d) where the requirement for an existing bridge is specified by reference to the design load model HSLM in Appendix E, the assessment of the existing bridge shall be done by either of the following methods: — checking the specification of the design of the existing bridge, — checking the specification of the dynamic appraisal, — checking the published load carrying capacity of the existing bridge in the register of infrastructure (RINF) for the parameter 1.1.1.1.2.4.2 (Compliance of structures with the High Speed Load Model (HSLM)); (e) where the requirement for an existing bridge is specified by reference to alternative dynamic loading requirements (Appendix E note 8), the assessment of the existing bridge shall be done by checking the specification of the dynamic appraisal for these alternative loading requirements against the requirements in Appendix E note 8.

	(2)	It is not required to review the design nor carry out any calculations.

	(3)	For existing structures assessment point 4.2.7.4(4) applies respectively.’;

• (32) in point 6.2.4.11, point (1) is replaced by the following:

• ‘(1) Assessment of the distance between the track centre and the platform edge as a design review shall be done using the results of calculations made by the Infrastructure Manager or the contracting entity on the basis of the specification referenced in Appendix T, Index [3].’;

• (33) point 6.2.4.12 is replaced by the following:

‘6.2.4.12.   Assessment of maximum pressure variations in tunnels

	(1)	The assessment of the maximum pressure variation in the tunnel (10 kPa criterion) shall be done in accordance with the specification referenced in Appendix T, Index [14] with trains complying with the TSI LOC&PAS and that are able to run at maximum line speed in the specific tunnel to be assessed.

	(2)	The input parameters to be used during the assessment shall be such that the reference characteristic pressure signature of the trains set out in the TSI LOC&PAS is fulfilled.

	(3)	The reference cross section areas are set out in the specification referenced in Appendix T, Index [14].’;

• (34) point 6.3 is replaced by the following:

• ‘6.3. (not used)”;

• (35) point 6.4 is replaced by the following:

‘6.4.   Assessment of maintenance file

	(1)	In accordance with Article 15(4) of Directive (EU) 2016/797 of the European Parliament and of the Council[^ntr*4-L_2023222EN.01012501-E0008], the applicant shall be responsible for compiling the technical file, containing the documentation requested for maintenance.

	(2)	The Notified Body shall verify only that the documentation requested for maintenance, as set out in point 4.5.1, is provided. The Notified Body is not required to verify the information contained in the documentation provided.

[^ntr*4-L_2023222EN.01012501-E0008]: Directive (EU) 2016/797 of the European Parliament and of the Council of 11 May 2016 on the interoperability of the rail system within the European Union (OJ L 138, 26.5.2016, p. 44).’;"

• (36) in point 6.5.1(1), the introductory phrase is replaced by the following:

‘Until the list of interoperability constituents listed in Chapter 5 of this TSI are revised, a notified body is allowed to issue an EC certificate of verification for a subsystem even if some of the interoperability constituents incorporated within the subsystem are not covered by the relevant EC declarations of conformity and/or suitability for use according to this TSI, if the following criteria are complied with:’;

• (37) in Chapter 7, the first paragraph is deleted;

• (38) points 7.1 to 7.6 are replaced by the following:

‘7.1.   National implementation plan

Member States shall develop a national plan for the implementation of this TSI, targeting the coherence of the entire rail system of the Union. This plan shall include all projects regarding new, renewal and upgrading of infrastructure subsystem and shall ensure a gradual migration within a reasonable timescale onwards an interoperable target infrastructure subsystem fully compliant with this TSI.

7.2.   Application of this TSI to a new infrastructure subsystem

	(1)	For a new infrastructure subsystem, the application of this TSI shall be compulsory.

	(2)	A ‘new infrastructure subsystem’ means an infrastructure subsystem placed into service after 28 September 2023 which creates a route or a part of a route where none currently exists. Any other infrastructure subsystems shall be considered as ‘existing infrastructure subsystems’.

	(3)	The following cases are considered as upgrading and not as the placing into service of a new infrastructure subsystem: (a) the realignment of part of an existing route; (b) the creation of a bypass; (c) the addition of one or more tracks on an existing route, regardless of the distance between the original tracks and the additional tracks.

7.3.   Application of this TSI to an existing infrastructure subsystem

7.3.1.   Performance criteria of the subsystem

In addition to the cases referred to in point 7.2.(3), ‘upgrading’ is a major modification work of an existing infrastructure subsystem resulting in at least compliance with one additional traffic code or a change in the declared combination of traffic codes (referred to Table 2 and Table 3 in point 4.2.1).

7.3.2.   Application of the TSI

The conformity with this TSI is mandatory for a subsystem or part(s) of it which are upgraded or renewed. Due to the characteristics of the inherited railway system, compliance of existing infrastructure subsystem with this TSI may be achieved through a gradual improvement of interoperability:

• (1) For the upgraded infrastructure subsystem, the application of this TSI shall be compulsory, and applied to the upgraded subsystem within the geographical coverage of the upgrading. The geographical coverage of the upgrading shall be defined based on locations on tracks and metric references and shall result in the compliance of all basic parameters of the infrastructure subsystem associated with the tracks that are subject to the upgrading of the infrastructure subsystem.

The addition of one or more rails supporting a further track gauge is also considered as upgrade when the performance criteria of the subsystem is triggered as described in point 7.3.1.

• (2) In the event of a change other than an upgrading of the infrastructure subsystem, the application of this TSI for each basic parameters (referred to in point 4.2.2) affected by a change shall be compulsory when the change requires to carry out a new ‘EC’ verification procedure in accordance with Implementing Regulation (EU) 2019/250[^ntr*5-L_2023222EN.01012501-E0009]. Provisions defined in Articles 6 and 7 of Implementing Regulation (EU) 2019/250 shall apply.

• (3) In the event of a change other than an upgrading of the infrastructure subsystem and for those basic parameters that are not affected by the change, or when the change does not require a new ‘EC’ verification, the demonstration of the level of compliance with this TSI is voluntary.

• (4) In case of upgrading or renewal of the infrastructure subsystem, the compliance with the requirements which are laid down for new lines is not required.

• (5) In case of ‘major substitution’, as defined in Article 2(15) of Directive (EU) 2016/797 of the European Parliament and of the Council, in the framework of a ‘renewal’, non TSI-compliant elements of the subsystem or part(s) of it shall systematically be replaced with TSI-compliant ones.

• (6) ‘Substitution in the framework of maintenance’ means any replacement of components by parts of identical function and performance in the framework of maintenance, as defined in Article 2(17) of Directive (EU) 2016/797. It shall be made in accordance with the requirements of this TSI, whenever reasonably and economically feasible and it does not require an ‘EC’ verification.

• (7) The following exceptions are permitted for existing infrastructure subsystem, in case of upgrading or renewal:

• (a) In the case of upgrading or renewal of the infrastructure subsystem, for parameters cant governed by point 4.2.4.2 of this TSI and cant deficiency governed by point 4.2.4.3 of this TSI it is permitted to deviate from the limiting values as set out in this TSI while respecting the exceptional limit values and applying specific restrictions and measures set out in the specification referenced in Appendix T, index [4]. Applying this exception shall not prevent the access of vehicles authorised for the maximum values required in point 4.2.4.3 of this TSI.

• (b) In the event of a change other than an upgrading of the infrastructure subsystem, the following conditions related to platform height and offset governed by points 4.2.9.2 and 4.2.9.3, shall apply:

— It shall be allowed to apply other nominal platform heights, if the compliance to the values set out by point 4.2.9.2 would require structural alterations to any load bearing element.

— It shall be allowed to apply other platform offset than the one defined in point 4.2.9.3(2) as long as the value for bq is equal or greater than bqlim.

7.3.3.   Existing lines that are not subject to a renewal or upgrading project

Where an infrastructure manager wishes to demonstrate the level of compliance of an existing line with the basic parameters of this TSI, it shall apply the procedure described in Commission Recommendation 2014/881/EU[^ntr*6-L_2023222EN.01012501-E0010].

7.3.4.   Route compatibility checks before the use of authorised vehicles

The route compatibility check procedure to be applied and the parameters of the infrastructure subsystem to be used are set out in point 4.2.2.5 and Appendix D.1 of TSI OPE.

7.4.   not used

7.5.   not used

7.6.   not used

[^ntr*5-L_2023222EN.01012501-E0009]: Commission Implementing Regulation (EU) 2019/250 of 12 February 2019 on the templates for ‘EC’ declarations and certificates for railway interoperability constituents and subsystems, on the model of declaration of conformity to an authorised railway vehicle type and on the ‘EC’ verification procedures for subsystems in accordance with Directive (EU) 2016/797 of the European Parliament and of the Council and repealing Commission Regulation (EU) No 201/2011 (OJ L 42, 13.2.2019, p. 9)."

[^ntr*6-L_2023222EN.01012501-E0010]: Commission Recommendation 2014/881/EU of 18 November 2014 on the procedure for demonstrating the level of compliance of existing railway lines with the basic parameters of the technical specifications for interoperability (OJ L 356, 12.12.2014, p. 520).’;"

• (39) point 7.7.1.1. is replaced by the following:

• ‘7.7.1.1. (not used)’;

• (40) point 7.7.6.7. is replaced by the following:

‘7.7.6.7.   Maximum unguided length of fixed obtuse crossings (4.2.5.3)

P cases

In Appendix J, for the nominal track gauge of 1 524 mm:

• (a) instead of point (J.1)(b), the minimum radius through obtuse crossing shall be 200 m; for radius between 200-220 m small radius shall be compensated with track gauge widening;

• (b) instead of point (J.1)(c), the minimum check rail height shall be 39 mm.’;

• (41) the following point 7.7.8.2 is added:

‘7.7.8.2.   Immediate action limits of track gauge as an isolated defect (4.2.8.4)

P-case

Instead of point 4.2.8.4(1), the minimum track gauge for all speeds is 1 430 mm.’;

• (42) point 7.7.10.2(2) is amended as follows:

• (a) ‘EN 15302:2008+A1:2010’ is replaced by ‘EN 15302:2021’

• (b) points (a) to (e) are replaced by the following:

• ‘(a) S 1002 as defined in Annex C to EN 13715:2020 with SR1;

• (b) S 1002 as defined in Annex C to EN 13715:2020 with SR2;

• (c) GV 1/40 as defined in Annex B to EN 13715:2020 with SR1;

• (d) GV 1/40 as defined in Annex B to EN 13715:2020 with SR2;

• (e) EPS as defined in Annex D to EN 13715:2020 with SR1.’;

• (43) in point 7.7.15.1 point (1) and point (3), 7.7.15.2, 7.7.15.7 point (1), 7.7.15.8, 7.7.16.2, 7.7.6.2, 7.7.6.3, 7.7.6.11, 7.7.6.13, 7.7.13.1, 7.7.13.2, 7.7.13.6, 7.7.13.7, ‘EN 15273-3:2013’ is replaced by ‘EN 15273-3:2013+A1:2016’;

• (44) point 7.7.17 is replaced by the following:

• ‘7.7.17. (not used)’;

• (45) in Appendix C.1, point (c), second indent, the second sub-indent is replaced by the following:

• ‘– Wood: compliance with the specification referenced in Appendix T, Index [15]’;

• (46) in Appendix C.2, point (c) is replaced by the following:

• ‘(c) Bearer

• — Type

• — Resistance to vertical loads:

• — Concrete: design bending moments

• — Wood: compliance with the specification referenced in Appendix T, Index [15]

• — Steel: moment of inertia of cross section

• — Resistance to longitudinal and lateral loads: geometry and weight

• — Nominal track gauge’;

• (47) Appendix E is replaced by the following:

‘Appendix E

Capability requirements for existing structures in accordance with traffic code

The minimum capability requirements for existing bridges in accordance with point 4.2.7.4(2) are set out in Table 38A and Table 39A in accordance with the traffic codes given in Table 2 and Table 3. These capability requirements are set out using the vertical loading only defined by the EN line category with a corresponding speed or by LM71 with the factor alpha. Additional dynamic capability requirements are expressed by the dynamic load model HSLM. The EN line category and associated speed shall be considered as a single combined quantity.

The minimum capability requirements for existing geotechnical structures and earthworks in accordance with point 4.2.7.4(2) are set out in Table 38B and Table 39B in accordance with the traffic codes given in Table 2 and Table 3.

EN line categories are a function of axle load and geometrical aspects relating to the spacing of axles and are set out in the specification referenced in Appendix T, Index [2].

For continuous bridges, the case with most onerous effects between Load Model 71 (LM71) and Load Model SW/0 shall be taken into account. LM71, Load Model SW/0 and Load Model HSLM are set out in the specification referenced in Appendix T, Index [10].

Table 38A

Loading capability requirements for bridges and additional requirements due to dynamic effects ⁽¹⁾

Passenger traffic

Traffic code	Traffic with loco hauled trains: Passenger trains including Carriages (Coaches, Vans and Car Carriers) and Light Freight Wagons and Locomotives and Power Heads(2)(3)(5)(6)(4)	Traffic with Electric or Diesel Multiple Units, Power Units and Railcars (2)(5)(4)
P1	n.a.(7)	HSLM (8) and D2-200 or HSLM (8) andLM71 with α = 1.0(14)
P2	HSLM (8) and D2-200 Or HSLM (8) and LM71 with α = 0.91(14)	HSLM (8) and D2-200 Or HSLM (8) andLM71 with α = 0.91(14)
P3a (> 160 km/h)	L≥4m D2-100 and L<4m D2-200(9)(10)(15)	L≥4m C2-100 and L<4m C2-200(9)(15)
P3b (≤ 160 km/h)	L≥4m D2-100 and L<4m D2-160(9)(11)(15)	L≥4m D2-100 and L<4m D2-160(9)(15)
P4a (> 160 km/h)	L≥4m D2-100 and L<4m D2-200(9)(12)(15)	L≥4m C2-100 and L<4m C2-200(9)(15)
P4b (≤ 160 km/h)	L≥4m D2-100 and L<4m D2-160(9)(13)(15)	L≥4m C2-100 and L<4m C2-160(9)(15)
P5	C2-120	B1-120
P6	a12	a12
P1520	Open point	Open point
P1600	Open point	Open point

Table 39A

Loading capability requirements for bridges expressed by EN Line Category –Associated Speed ⁽¹⁾

Freight traffic

Traffic code	Freight trains including freight wagons, other vehicles and locomotives(2)
F1	D4 – 120
F2	D2 – 120
F3	C2 – 100
F4	B2 – 100
F1520	Open point
F1600	Open point

Notes:

⁽¹⁾ The indicated speed value in the tables represents the maximum requirement for the line and may be lower in accordance with the requirements in point 4.2.1(12). When checking individual structures on the line, it is acceptable to take account the local allowed speeds as also indicated in the notes 2 and 3 of Table 2 and in the note 1 of Table 3.

⁽²⁾ Passenger Carriages (including Coaches, Vans, Car Carriers), Other Vehicles, Locomotives, Power Heads, Diesel and Electric Multiple Units, Power Units and Railcars are defined in the TSI LOC&PAS. Light Freight Wagons are defined as vans except that they are allowed to be conveyed in formations which are not intended to convey passengers.

⁽³⁾ The requirements for structures set out using EN line categories or load model LM71 are compatible with up to two adjacent coupled locomotives and/or power heads. The requirements for structures are compatible with a maximum speed of 120 km/h for three or more adjacent coupled locomotives and/or power heads (or a train of locomotives and/or power heads) subject to the locomotives and/or power heads satisfying the corresponding limits for freight wagons.

⁽⁴⁾ For traffic codes P2, P3 and P4, the requirements for both traffic with loco hauled trains and traffic with multiple units shall apply. For traffic code P5, the Member State may indicate whether the requirements for locomotives and power heads apply.

⁽⁵⁾ The requirements for structures are compatible with carriages, light freight wagons and electric or diesel multiple units with an average mass per unit length over the length of each vehicle of 2.45 t/m for EN line category A, 2.75 t/m for EN line category B1, 3.1 t/m for EN line category C2 and 3.5 t/m for EN line category D2 (not for P5).

⁽⁶⁾ The requirements for structures are compatible with 4 axle locomotive and power heads with a spacing of the axles in a bogie of at least 2.6 m and the average mass per unit length over the length of the vehicle of up to 5.0 t/m.

⁽⁷⁾ Taking into account the state of the art of operation there is no need to define harmonized requirements to deliver an adequate level of interoperability for these types of vehicles for the traffic code P1.

⁽⁸⁾ For P1 and P2 lines, compliance with HSLM in accordance with the specification referenced in Appendix T, Index [10] shall be stated (see procedure in point 6.2.4.10 of this TSI). If HSLM compliance cannot be shown, for the purpose of dynamic compatibility checks set out in accordance with the route compatibility check in Appendix D.1 to the TSI OPE (RINF parameter 1.1.1.1.2.4.4), the dynamic loading, to which the compatibility with existing bridges should be checked, shall be provided in the documents with the procedure(s) as set out in RINF parameter 1.1.1.1.2.4.4 (see also procedure in point 6.2.4.10 of this TSI). When a dynamic analysis has to be undertaken with load models based on individual trains, the characteristic value of the loading for passengers or luggage carrying vehicles shall be in accordance with the design mass under normal payload in accordance with Appendix K of this TSI.

⁽⁹⁾ For avoiding excessive dynamic effects including resonance, currently it is not possible to specify harmonized minimum bridge properties to obviate the need for a dynamic appraisal. The dynamic loading from vehicles satisfying the bridge static loading requirements (specified as either a Line Category in accordance with the specification referenced in Appendix T, Index [2] or in terms of load model LM71) can in a number of cases exceed these normal bridge static loading requirements (when these static loadings are enhanced by normal industry allowances for dynamic factors for bridge recalculation or bridge design). This risk to compatibility between vehicles and bridges is managed by the dynamic compatibility checks set out in Appendix D.1 to the TSI OPE (RINF parameter 1.1.1.1.2.4.4). When a dynamic analysis has to be undertaken with load models based on individual trains, the characteristic value of the loading for passengers or luggage carrying vehicles shall be in accordance with the design mass under normal payload in accordance with Appendix K of this TSI.

⁽¹⁰⁾ The requirements for loco hauled passenger trains are valid for carriages and light freight wagons satisfying EN line category A for speeds up to 200 km/h (local allowed speed) or EN line category C2 for speeds up to 160 km/h (local allowed speed).

⁽¹¹⁾ The requirements for loco hauled passenger trains are valid for carriages and light freight wagons satisfying EN line category C2 for speeds up to 160 km/h (local allowed speed).

⁽¹²⁾ The requirements for loco hauled passenger trains are valid for carriages and light freight wagons satisfying line EN category A for speeds up to 200 km/h (local allowed speed) or EN line category B1 for speeds up to 160 km/h (local allowed speed).

⁽¹³⁾ The requirements for loco hauled passenger trains are valid for carriages and light freight wagons satisfying EN line category B1 for speeds up to 160 km/h (local allowed speed).

⁽¹⁴⁾ The requirements set out using EN line categories or load model LM71 can be fulfilled either via EN line category with the corresponding speed or with LM71 with the factor alpha in accordance with the specification referenced in Appendix T, Index [10]. The decision between the two available options, not necessarily the most onerous, is to be made exclusively by the applicant. EN line category with the corresponding speed is based on static loading multiplied by a dynamic amplification factor.

⁽¹⁵⁾ Where the minimum capability requirements for a traffic code given in Table 38A are given for example in the form L>=4m D2-100[^ntr7-L_2023222EN.01013801-E0001] and L<4m D2-200[^ntr8-L_2023222EN.01013801-E0002], the relevant criteria in accordance with the loaded length L of the bridge element being considered shall be satisfied. EN line category with the corresponding speed is based on static loading multiplied by a dynamic amplification factor.

Table 38B

Loading capability requirements for geotechnical structures and earthworks⁽¹⁾⁽²⁾

Passenger traffic

Traffic code	Traffic with loco hauled trains: Passenger trains including Carriages (Coaches, Vans and Car Carriers) and Light Freight Wagons and Locomotives and Power Heads(3)	Traffic with Electric or Diesel Multiple Units, Power Units and Railcars(3)
P1	n.a.(4)	D2
P2	D2	D2
P3a (> 160 km/h)	D2	C2
P3b (≤ 160 km/h)	D2	D2
P4a (> 160 km/h)	D2	C2
P4b (≤ 160 km/h)	D2	C2
P5	C2	B1
P6	a12	a12
P1520	open point	open point
P1600	open point	open point

Table 39B

Loading capability requirements for geotechnical structures and earthworks

Freight traffic ⁽²⁾

Traffic code	Freight trains including freight wagons, other vehicles and Locomotives
F1	D4
F2	D2
F3	C2
F4	B2
F1520	open point
F1600	open point

Notes:

⁽¹⁾ The published line categories of the section of line including earthworks take account of the local allowed speeds.

⁽²⁾ Passenger Carriages (including Coaches, Vans, Car Carriers), Other Vehicles, Locomotives, Power Heads, Diesel and Electric Multiple Units, Power Units and Railcars are defined in point 2.2 of the TSI LOC&PAS. Light Freight Wagons are defined as vans except that they are allowed to be conveyed in formations which are not intended to convey passengers.

⁽³⁾ For traffic codes P2, P3 and P4 the requirements for both traffic with loco hauled trains and traffic with multiple units shall apply. For traffic code P5 the Member State may indicate whether the requirements for locomotives and power heads apply.

⁽⁴⁾ Taking into account the state of the art of operation there is no need to define harmonized requirements to deliver an adequate level of interoperability for this type of vehicles for P1 traffic codes.

;

[^ntr*7-L_2023222EN.01013801-E0001]: For local allowed speeds up to 100km/h the minimum required loading capability is D2 at the local allowed speed. For local allowed speeds exceeding 100km/h the minimum required loading capability is D2 at 100km/h."

[^ntr*8-L_2023222EN.01013801-E0002]: For local allowed speeds up to 200km/h the minimum required loading capability is D2 at the local allowed speed."

• (48) Appendix F is amended as follows:

• (a) the title is replaced by the following:

‘Capability requirements for structures according to traffic code in the United Kingdom (Northern Ireland)’;

• (b) in Table 41, all notes are deleted;

• (c) in Appendix G, the title is replaced by the following:

‘Speed conversion to miles per hour for Ireland and United Kingdom (Northern Ireland)’;

• (49) Appendix I is replaced by the following:

‘Appendix I

(not used)

;

• (50) Appendix K is replaced by the following:

‘Appendix K

Basis of minimum requirements for structures for passenger carriages and multiple units

The following mass definitions for passenger carriages and multiple units form the basis of the minimum dynamic requirements for structures and checking the compatibility of structures with passenger carriages and multiple units.

Where a dynamic appraisal is required to determine the load carrying capacity of the bridge, the load carrying capacity of the bridge shall be specified and expressed in terms of the design mass under normal payload in accordance with the specification referenced in Appendix T, Index [1], taking into account the values for passenger payload in standing areas given in Table 45.

Mass definitions for static compatibility are based upon the design mass under exceptional payload established in accordance with the specification referenced in Appendix T, Index [1], taking into account the specification referenced in Appendix T, Index [2].

Table 45

Passenger payload in standing areas in kg/m² in accordance with the specification referenced in Appendix T, Index [1]

Type of train	Normal payload to specify Dynamic Compatibility
High speed and long distance trains	160 30
High speed and long distance trains Reservation Obligatory	0
Others (regional, commuter, suburban trains)	280

• (51) Appendix N is replaced by the following:

‘Appendix N

(not used)

;

• (52) Appendix P is amended as follows:

• (a) the second paragraph is replaced by the following:

‘Calculations of structure gauge shall be done using the kinematic method in accordance with the requirements of the specification referenced in Appendix T, Index [3] with the kinematic reference profiles and associated rules defined in this Appendix.’;

• (b) In point P.1.2, the figure 13 is replaced by the following ones:

‘Reference profile of lower parts of kinematic gauge GEI2 for vehicles which may pass over rail brakes in a non-active position (l = track gauge)

(Dimensions in millimeters)

Image omitted; see official source

• (1) Running surface.’

• (53) Appendix Q is replaced by the following:

‘Appendix Q

(not used)

;

• (54) in Appendix R, point (4) is replaced by the following:

• ‘(4) EN Line Category — Associated Speed [km/h] for Traffic codes P1520 (all vehicles), P1600 (all vehicles), F1520 (all vehicles) and F1600 (all vehicles) in Appendix E, Tables 38A, 39A, 38B and 39B’;

• (55) in Appendix S, Table 48, third column is amended as follows:

• (a) the fourteenth row is replaced by the following:

‘The result of the classification process set out in the specification referenced in Appendix T, Index [2] 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 (‘normal’) service.’;

• (b) rows from the sixteenth to the twenty-first are replaced by the following:

‘Dimension between the crossing nose and check rail (see dimension No 2 on Figure 14).
Dimension between the running surface and the bottom of flangeway (see dimension No 6 on Figure 14).
Dimension between a running rail and an adjacent check or wing rail (see dimension No 5 on Figure 14).
Dimension between the working face of the crossing check rail or wing rail and the gauge face of the running rail opposite across the gauge measured at entry to check rail or wing rail respectively. (see dimensions No 4 on Figure 14). The entry to the check rail or wing rail is the point at which the wheel is allowed to contact the check rail or wing rail.
Dimension between the working face of the crossing wing rail and check rail opposite across the gauge (see dimension No 3 on Figure 14).
Dimension from the gauge face of one switch rail to the back edge of the opposite switch rail (see dimension No 1 on Figure 14).’

• (c) the twenty-third row is replaced by the following:

‘The non SI unit for steel hardness defined in the specification referenced in Appendix T, Index [16].’;

• (d) the twenty-sixth row is replaced by the following:

‘As defined in Article 3(2) of Directive 2012/34/EU of the European Parliament and of the Council of 21 November 2012 establishing a single European railway area (OJ L 343, 14.12.2012, p. 32).’;

• (e) the fifty-third row is replaced by the following:

‘Portion of obtuse crossing where there is no guidance of the wheel described as ‘unguided length’ in the specification referenced in Appendix T, Index [17].’;

• (56) in Appendix S, a new line is inserted in alphabetical order as follows:

‘Geotechnical structures/Geotechnische Strukturen/Structures géotechniques	4.2.7.2, 4.2.7.4	A structure that includes ground or structural member that relies on the ground resistance. Note: Earthworks is a subset for geotechnical structure’

• (57) Appendix T is replaced by the following:

‘Appendix T

Technical specifications referenced in this TSI

Table 49

Referenced standards

Index	Characteristics to be assessed	TSI point	Mandatory standard point
[1]	EN 15663:2017+A1:2018 Railway applications – Vehicle reference masses	EN 15663:2017+A1:2018 Railway applications – Vehicle reference masses	EN 15663:2017+A1:2018 Railway applications – Vehicle reference masses
[1.1]	Mass definition of rolling stock	4.2.1(7), Table 2 Appendix K	4.5
[1.2]	Mass definition of rolling stock	4.2.1(7), Table 3	4.5 and 7.4
[1.3]	Passenger payload for high speed and long distance trains	Appendix K, Table 45	Table 7
[1.4]	Passenger payload for other trains	Appendix K, Table 45	Table 8
[2]	EN 15528:2021 Railway applications – Line categories for managing the interface between load limits of vehicles and infrastructure	EN 15528:2021 Railway applications – Line categories for managing the interface between load limits of vehicles and infrastructure	EN 15528:2021 Railway applications – Line categories for managing the interface between load limits of vehicles and infrastructure
[2.1]	Mass definition of rolling stock	4.2.1(7), Table 2 Appendix K	6.4
[2.2]	Capability requirements for existing structures in accordance with traffic code	Appendix E	Annex A
[2.3]	Line categories	Appendix E, Table 38A (note (9))
[2.4]	Definition of line category	Appendix S	5
[3]	EN 15273-3:2013+A1:2016 Railway applications – Gauges – Part 3: structure gauges	EN 15273-3:2013+A1:2016 Railway applications – Gauges – Part 3: structure gauges	EN 15273-3:2013+A1:2016 Railway applications – Gauges – Part 3: structure gauges
[3.1]	Structure gauge	4.2.3.1(1)	Annex C and in Annex D, point D.4.8
[3.2]	Structure gauge	4.2.3.1(2)	Annex C
[3.3]	Structure gauge Assessment	4.2.3.1(3) 6.2.4.1	5, 7, 10 Annex C and in Annex D, point D.4.8
[3.4]	Distance between track centres Assessment	4.2.3.2(3) 6.2.4.2	9
[3.5]	Platform offset Assessment	4.2.9.3(1) 6.2.4.11(1)	13
[3.6]	Calculation of the structure gauge for the lower parts for the 1 668 mm track gauge	Appendix P	5, 7 and 10
[4]	EN 13803:2017 Railway applications – Track – Track alignment design parameters – Track gauges 1 435 mm and wider	EN 13803:2017 Railway applications – Track – Track alignment design parameters – Track gauges 1 435 mm and wider	EN 13803:2017 Railway applications – Track – Track alignment design parameters – Track gauges 1 435 mm and wider
[4.1]	Minimum radius of horizontal curve Definition of reference vehicle	4.2.3.4(2)	Tables N.1 and N.2 N.2
[4.2]	Upgrading or renewal of the infrastructure, for parameters cant and cant deficiency	7.3.2	6.2 (Table 5) and 6.3 (table 7 for non-tilting trains) (see also corresponding notes in both chapters).
[5]	EN 15302:2021 Railway applications - Wheel-rail contact geometry parameters - Definitions and methods for evaluation	EN 15302:2021 Railway applications - Wheel-rail contact geometry parameters - Definitions and methods for evaluation	EN 15302:2021 Railway applications - Wheel-rail contact geometry parameters - Definitions and methods for evaluation
[5.1]	Equivalent conicity	4.2.4.5(4)	6, 8, 9, 12
[5.2]	Assessment	6.2.4.6	6, 8, 9, 12
[6]	EN 13715:2020 Railway applications – Wheelsets and bogies – Wheels – Tread profile	EN 13715:2020 Railway applications – Wheelsets and bogies – Wheels – Tread profile	EN 13715:2020 Railway applications – Wheelsets and bogies – Wheels – Tread profile
[6.1]	Equivalent conicity	4.2.4.5(4)(a) and (b)	Annex C
[6.2]	Equivalent conicity	4.2.4.5(4)(c) and (d)	Annex B
[7]	EN 13674-1:2011+A1:2017 Railway applications – Track – Rail – Part 1: Vignole railway rails 46 kg/m and above	EN 13674-1:2011+A1:2017 Railway applications – Track – Rail – Part 1: Vignole railway rails 46 kg/m and above	EN 13674-1:2011+A1:2017 Railway applications – Track – Rail – Part 1: Vignole railway rails 46 kg/m and above
[7.1]	Railhead profile for plain line	4.2.4.6(1)	Annex A
[7.2]	Assessment of rails	6.1.5.1(a)	9.1.8
[7.3]	Assessment of rails	6.1.5.1(b)	9.1.9
[7.4]	Assessment of rails	6.1.5.1(c)	8.1 and 8.4
[8]	EN 13674-4:2006+A1:2009 Railway applications – Track – Rail – Part 4: Vignole railway rails from 27 kg/m to, but excluding 46 kg/m	EN 13674-4:2006+A1:2009 Railway applications – Track – Rail – Part 4: Vignole railway rails from 27 kg/m to, but excluding 46 kg/m	EN 13674-4:2006+A1:2009 Railway applications – Track – Rail – Part 4: Vignole railway rails from 27 kg/m to, but excluding 46 kg/m
[8.1]	Railhead profile for plain line	4.2.4.6(1)	Annex A
[9]	EN 14363:2016+A2:2022 Railway applications – Testing and Simulation for the acceptance of running characteristics of railway vehicles – Running Behaviour and stationary tests	EN 14363:2016+A2:2022 Railway applications – Testing and Simulation for the acceptance of running characteristics of railway vehicles – Running Behaviour and stationary tests	EN 14363:2016+A2:2022 Railway applications – Testing and Simulation for the acceptance of running characteristics of railway vehicles – Running Behaviour and stationary tests
[9.1]	Track resistance to vertical loads Lateral track resistance	4.2.6.1(b) and (c) 4.2.6.3(b)	7.5.3
[9.2]	Lateral track resistance	4.2.6.3(a)	7.5.2 and Table 4
[10]	EN 1991-2:2003/AC:2010 Eurocode 1: Actions on structures – Part 2 : Traffic loads on bridges	EN 1991-2:2003/AC:2010 Eurocode 1: Actions on structures – Part 2 : Traffic loads on bridges	EN 1991-2:2003/AC:2010 Eurocode 1: Actions on structures – Part 2 : Traffic loads on bridges
[10.1]	Structures resistance to traffic loads	4.2.7
[10.2]	Resistance of new bridges to traffic loads: Vertical loads	4.2.7.1.1(1)(a)	6.3.2 (2)P31
[10.2]	Equivalent vertical loading for new geotechnical structures, earthworks and earth pressure effects	4.2.7.2(1)	6.3.2 (2)P31
[10.2]	Capability requirements for existing structures in accordance with traffic code	Appendix E – Load Model 71	6.3.2 (2)P31
[10.3]	Resistance of new bridges to traffic loads: Vertical loads	4.2.7.1.1(1)(b)	6.3.3 (3)P
[10.3]	Capability requirements for existing structures in accordance with traffic code	Appendix E – Load model SW/0	6.3.3 (3)P
[10.4]	Resistance of new bridges to traffic loads: Vertical loads	4.2.7.1.1(2)	6.3.2 (3)P and 6.3.3 (5)P
[10.4]	Equivalent vertical loading for new geotechnical structures, earthworks and earth pressure effects	4.2.7.2(2)	6.3.2 (3)P and 6.3.3 (5)P
[10.5]	Allowance for dynamic effects of vertical loads	4.2.7.1.2(1)	6.4.3 (1)P and 6.4.5.2 (2)
[10.6]	Allowance for dynamic effects of vertical loads	4.2.7.1.2(2)	6.4.4
[10.7]	Allowance for dynamic effects of vertical loads	4.2.7.1.2(2)	6.4.6.1.1 (3) to (6)
[10.7]	Capability requirements for existing structures in accordance with traffic code	Appendix E – Load model HSLM	6.4.6.1.1 (3) to (6)
[10.8]	Centrifugal forces	4.2.7.1.3	6.5.1 (2), (4)P and (7)
[10.9]	Nosing forces	4.2.7.1.4	6.5.2
[10.10]	Actions due to traction and braking (longitudinal loads)	4.2.7.1.5	6.5.3 (2)P, (4), (5), (6).and (7)P
[10.11]	Resistance of new structures over or adjacent to tracks	4.2.7.3	6.6.2 to 6.6.6
[11]	Annex A2 to EN 1990:2002 issued as EN 1990:2002/A1:2005 Eurocode – Basis of structural design	Annex A2 to EN 1990:2002 issued as EN 1990:2002/A1:2005 Eurocode – Basis of structural design	Annex A2 to EN 1990:2002 issued as EN 1990:2002/A1:2005 Eurocode – Basis of structural design
[11.1]	Structures resistance to traffic loads	4.2.7
[11.2]	Design track twist due to rail traffic actions	4.2.7.1.6	A2.4.4.2.2(3)P
[12]	EN 13848-5:2017 Railway applications – Track – Track geometry quality – Part 5: Geometric quality levels – Plain line, switches and crossings	EN 13848-5:2017 Railway applications – Track – Track geometry quality – Part 5: Geometric quality levels – Plain line, switches and crossings	EN 13848-5:2017 Railway applications – Track – Track geometry quality – Part 5: Geometric quality levels – Plain line, switches and crossings
[12.1]	The immediate action limit for alignment	4.2.8.1(1)	7.5 Limits of wavelength range D1 set out in table 5
[12.2]	The immediate action limit for longitudinal level	4.2.8.2(1)	7.3 Limits of wavelength range D1 set out in table 4
[12.3]	The immediate action limit for track twist	4.2.8.3(2)	7.6
[12.4]	The immediate action limit for track twist - 1 668 mm track gauge system	4.2.8.3(6)	Annex C
[13]	EN 13848-1:2019 Railway applications – Track – Track geometry quality – Part 1: Characterization of track geometry	EN 13848-1:2019 Railway applications – Track – Track geometry quality – Part 1: Characterization of track geometry	EN 13848-1:2019 Railway applications – Track – Track geometry quality – Part 1: Characterization of track geometry
[13.1]	The immediate action limit for track twist	4.2.8.3(1)	6.5
[14]	EN 14067-5:2021/AC:2023 Railway applications – Aerodynamics – Part 5: Requirements and test procedures for aerodynamics in tunnels	EN 14067-5:2021/AC:2023 Railway applications – Aerodynamics – Part 5: Requirements and test procedures for aerodynamics in tunnels	EN 14067-5:2021/AC:2023 Railway applications – Aerodynamics – Part 5: Requirements and test procedures for aerodynamics in tunnels
[14.1]	Criterium for new tunnels	4.2.10.1(1)	6.1.3 Table 10
[14.2]	Criterium for existing tunnels	4.2.10.1(3)	6.1.4
[14.3]	Assessment procedure	6.2.4.12(1)	6.1, 7.4
[14.4]	Reference cross section	6.2.4.12(3)	6.1.2.1
[15]	EN 13145:2001 Railway applications – Track – Wood sleepers and bearers	EN 13145:2001 Railway applications – Track – Wood sleepers and bearers	EN 13145:2001 Railway applications – Track – Wood sleepers and bearers
[15.1]	Resistance to vertical loads	Appendix C.1, point (c) Appendix C.2, point (c)
[16]	EN ISO 6506-1:2014 Metallic materials – Brinell hardness test. Test method.	EN ISO 6506-1:2014 Metallic materials – Brinell hardness test. Test method.	EN ISO 6506-1:2014 Metallic materials – Brinell hardness test. Test method.
[16.1]	Definition of steel hardness	Appendix S
[17]	EN 13232-3:2003 Railway applications – Track – Switches and crossings – Part 3: Requirements for wheel/rail interaction	EN 13232-3:2003 Railway applications – Track – Switches and crossings – Part 3: Requirements for wheel/rail interaction	EN 13232-3:2003 Railway applications – Track – Switches and crossings – Part 3: Requirements for wheel/rail interaction
[17.1]	Definition of the ‘unguided length of an obtuse crossing’	Appendix S	4.2.5

Table 50

Technical Documents (available on ERA website)

Index	Characteristics to be assessed	TSI Point	Mandatory technical document point
[A]	ERA Technical Document on codification of combined transport ERA/TD/2023-01/CCT version 1.1 (realased on 2023-03-21)	ERA Technical Document on codification of combined transport ERA/TD/2023-01/CCT version 1.1 (realased on 2023-03-21)	ERA Technical Document on codification of combined transport ERA/TD/2023-01/CCT version 1.1 (realased on 2023-03-21)
[A.1]	Codification of lines	2.6	2.1

[^ntc*1-L_2023222EN.01012501-E0001]  Commission Implementing Regulation (EU) 2019/773 of 16 May 2019 on the technical specification for interoperability relating to the operation and traffic management subsystem of the rail system within the European Union and repealing Decision 2012/757/EU (OJ L 139 I, 27.5.2019, p. 5).’;

[^ntc*2-L_2023222EN.01012501-E0006]  Commission Regulation (EU) No 1302/2014 of 18 November 2014 concerning a technical specification for interoperability relating to the rolling stock — locomotives and passenger rolling stock subsystem of the rail system in the European Union, (OJ L 356 12.12.2014, p. 228).’;

[^ntc*3-L_2023222EN.01012501-E0007]  Directive (EU) 2020/2184 of the European Parliament and of the Council of 16 December 2020 on the quality of water intended for human consumption (OJ L 435, 23.12.2020, p. 1).’;

[^ntc*4-L_2023222EN.01012501-E0008]  Directive (EU) 2016/797 of the European Parliament and of the Council of 11 May 2016 on the interoperability of the rail system within the European Union (OJ L 138, 26.5.2016, p. 44).’;

[^ntc*5-L_2023222EN.01012501-E0009]  Commission Implementing Regulation (EU) 2019/250 of 12 February 2019 on the templates for ‘EC’ declarations and certificates for railway interoperability constituents and subsystems, on the model of declaration of conformity to an authorised railway vehicle type and on the ‘EC’ verification procedures for subsystems in accordance with Directive (EU) 2016/797 of the European Parliament and of the Council and repealing Commission Regulation (EU) No 201/2011 (OJ L 42, 13.2.2019, p. 9).

[^ntc*6-L_2023222EN.01012501-E0010]  Commission Recommendation 2014/881/EU of 18 November 2014 on the procedure for demonstrating the level of compliance of existing railway lines with the basic parameters of the technical specifications for interoperability (OJ L 356, 12.12.2014, p. 520).’;

[^ntc*7-L_2023222EN.01013801-E0001]  For local allowed speeds up to 100km/h the minimum required loading capability is D2 at the local allowed speed. For local allowed speeds exceeding 100km/h the minimum required loading capability is D2 at 100km/h.

[^ntc*8-L_2023222EN.01013801-E0002]  For local allowed speeds up to 200km/h the minimum required loading capability is D2 at the local allowed speed.’

ANNEX III

The Annex to Regulation (EU) No 1300/2014 is amended as follows:

• (1) point 2.1.2 is replaced by the following:

‘2.1.2.   Scope related to rolling stock subsystem

This TSI applies to rolling stock which is in the scope of the Annex to Regulation (EU) No 1302/2014 (LOC&PAS TSI) and which is intended to carry passengers.

This TSI does not apply to rolling stock intended for other purposes than the carriage of persons. Persons accompanying a freight train or riding on other rail vehicles than those intended for passengers shall be subject to conditions set up by the railway undertaking and published on its website.’;

• (2) in point 2.3, the following definition is added:

‘ “Interoperable wheelchair transportable by train” An interoperable wheelchair transportable by train is a wheelchair the characteristics of which permit the full usage of all features of rolling stock designed for wheelchair users. The characteristics of an interoperable wheelchair transportable by train are within the limits specified in Appendix M.’;

• (3) Chapter 3 is amended as follows:

• (a) the first paragraph is replaced by the following:

‘The following tables indicate the essential requirements, as set out in Annex III to Directive (EU) 2016/797 of the European Parliament and of the Council[^ntr*1-L_2023222EN.01014901-E0001], that are met by the specifications set out in Chapter 4 of this TSI for the scope of this TSI.

[^ntr*1-L_2023222EN.01014901-E0001]: Directive (EU) 2016/797 of the European Parliament and of the Council of 11 May 2016 on the interoperability of the rail system within the European Union (OJ L 138, 26.5.2016, p. 44).’;"

• (b) in Table 1, in the first row of the heading, ‘Directive 2008/57/EC’ is replaced by ‘Directive (EU) 2016/797’;

• (c) in Table 2, in the first row of the heading, ‘Directive 2008/57/EC’ is replaced by ‘Directive (EU) 2016/797’;

• (4) in point 4.1(1), ‘Directive 2008/57/EC’ is replaced by ‘Directive (EU) 2016/797’;

• (5) in point 4.1(3), the second sentence is replaced by the following:

‘The operational requirements and responsibilities are set out in Commission Implementing Regulation (EU) 2019/773[^ntr*2-L_2023222EN.01014901-E0002] (OPE TSI) and in point 4.4 of this TSI.

[^ntr*2-L_2023222EN.01014901-E0002]: Commission Implementing Regulation (EU) 2019/773 of 16 May 2019 on the technical specification for interoperability relating to the operation and traffic management subsystem of the rail system within the European Union and repealing Decision 2012/757/EU (OJ L 139I 27.5.2019, p. 5).’;"

• (6) in point 4.2.1, Table 3 is replaced by the following:

‘Table 3

Categories of basic parameters

Basic Parameter	Technical details provided	Functional requirement only
Parking facilities for persons with disabilities and persons with reduced mobility		Complete point 4.2.1.1
Obstacle-free route	Location of the routes Width of the obstacle-free route Threshold Double handrails Type of lift Height of braille signs	Detailed characteristics
Doors and entrances	4.2.1.3(2): Door width 4.2.1.3(4): Height of door operating device	4.2.1.3(1) 4.2.1.3(3)
Floor surfaces	4.2.1.4(2): Floor irregularities	4.2.1.4(1): Slip resistance
Highlighting of transparent obstacles		Complete point 4.2.1.5
Toilets and baby nappy changing facilities		Complete point 4.2.1.6
Furniture and free-standing devices		Complete point 4.2.1.7
Ticketing, Information desks and Customer Assistance points	4.2.1.8(5): Passageway for ticket control machines	4.2.1.8(1) to (4) 4.2.1.8(6)
Lighting	4.2.1.9(3): Lighting on platforms	4.2.1.9(1), 4.2.1.9(2), 4.2.1.9(4): Lighting in other locations
Visual information: signposting, pictograms, printed or dynamic information	Detail of information to be provided Location of information	Detailed characteristics of visual information
Spoken information	Complete point 4.2.1.11
Platform width and edge of platform	4.2.1.12(2) to (5) 4.2.1.12(6) to (9): Presence of the items	4.2.1.12 (1) 4.2.1.12(6) to (9): Characteristics of contrast and of visual and tactile markings
End of platform	4.2.1.13: Presence of the items	4.2.1.13: Characteristics of contrast and of visual and tactile markings’
Boarding aids stored on platforms	Complete point 4.2.1.14
Passenger track level crossing at stations	Complete point 4.2.1.15

• (7) in point 4.2.1.2, point (2) is replaced by the following:

• ‘(2) All obstacle-free routes, footbridges and subways, shall have a free width of a minimum of 160 cm, except in areas that are specified in points 4.2.1.2.2(3a) (ramps), 4.2.1.3(2) (doors), 4.2.1.12(3) (platforms) and 4.2.1.15(2) (level crossings).’;

• (8) in point 4.2.1.2.1, point (1) is deleted;

• (9) point 4.2.1.2.2. is replaced by the following:

‘4.2.1.2.2.   Vertical circulation

	(1)	Where an obstacle-free route includes a change in level, there shall be a step-free route providing an alternative to stairs for mobility impaired people.

	(2)	Steps and stairs on the obstacle-free routes shall have a minimum width of 160 cm measured between the handrails

	(2a)	As a minimum, the first and last steps of a flight of stairs shall be indicated by a contrasting band. This requirement shall apply from a single step.

	(2b)	As a minimum, tactile warning surface indicators shall be installed before the first descending step of staircases of three steps or more.

	(3)	Ramps shall be installed for persons with disabilities and persons with reduced mobility unable to use stairs where lifts are not provided. They shall have a moderate gradient. A steep gradient is allowed for ramps on short distances only.

	(3a)	When they are used as a complement to stairs, ramps may have a width of 120 cm measured at floor surface.

	(4)	Stairs of three steps or more and ramps shall be provided with handrails on both sides and at two levels.

	(5)	Lifts shall be provided where ramps are not available and shall be at least of type 2 in accordance with the specification referenced in Appendix A, Index [1]. Type 1 lifts are allowed in the case of stations being renewed or upgraded only.

	(6)	Escalators and moving walks shall be designed in accordance with the specification referenced in Appendix A, Index [2].

	(7)	Level track crossings can form part of an obstacle-free route when they comply with the requirements of point 4.2.1.15.’;

• (10) point 4.2.1.2.3 is replaced by the following:

‘4.2.1.2.3.   Route identification

	(1)	Obstacle-free routes shall be clearly identified by visual information as detailed in point 4.2.1.10.

	(2)	Information on the obstacle-free route shall be given to visually impaired people by a walking surface that has tactile and contrasting indicators as a minimum. This point does not apply to obstacle free routes to and from car parks.

	(2a)	If more than one facility of a certain type of public area are provided, the route to at least one of them shall be indicated by tactile and contrasting walking surface indicators.

	(2b)	Tactile walking surface indicators can be omitted when the route is indicated unambiguously by built or natural elements, such as edges and surfaces that can be followed tactually and visually.

	(3)	Technical solutions using remotely controlled audible devices or telephone applications are permitted to be used in addition or as an alternative. When they are intended to be used as an alternative, they shall be treated as innovative solutions.

	(4)	If there are handrails or walls within reach along the obstacle-free route to the platform, they shall have brief information (for example platform-number or direction-information). The information shall be in Braille or prismatic-letters or numbers. The information shall be located on the handrail, or on the wall at a height between 145 cm and 165 cm.’;

• (11) in point 4.2.1.6, point (2) is replaced by the following:

• ‘(2) If baby nappy changing facilities are provided at a station, then a minimum of one baby nappy changing facility shall be accessible to both men and women wheelchair users.’;

• (12) point 4.2.1.8 is amended as follows:

• (a) point (1) is replaced by the following:

• ‘(1) Where manual ticket sales counters, information desks and customer assistance points are provided, a minimum of one desk shall be accessible to a wheelchair user and to people of small stature and a minimum of one desk shall be fitted with an induction loop system for hearing assistance.’;

• (b) point (4) is replaced by the following:

• ‘(4) Where ticket vending machines are provided at a station, a minimum of one of those machines shall have an interface that is reachable by a wheelchair user and people of small stature. This requirement applies to each ticket vendor providing vending machines in the station.’;

• (13) in point 4.2.1.9, point (3) is replaced by the following:

• ‘(3) The platforms shall be illuminated in accordance with the specification referenced in Appendix A, Index [3] and Index [4].’;

• (14) point 4.2.1.10 is replaced by the following:

‘4.2.1.10.   Visual information: signposting, pictograms, printed or dynamic information

	(1)	The following information shall be provided: — Safety Information and Safety Instructions. — Warning, prohibition and mandatory actions signs. — Information concerning the departure of trains. — Identification of station facilities, where provided, and access routes to those facilities.

• (2) The fonts, symbols and pictograms used for visual information shall contrast with their background.

• (3) Signposting shall be provided at all points where passengers need to make a route taking decision and at intervals on the route. Signage, symbols and pictograms shall be applied consistently over the whole route.

• (4) The information concerning the departure of trains (including destination, intermediate stops, platform number and time) shall be available and suitable for reading from a height of 160 cm at least in one location in the station.

• (5) The typeface used for texts shall be easily readable.

• (6) All safety, warning, mandatory action and prohibition signs shall include pictograms.

• (7) Tactile information signage shall be fitted in:

— toilets, for functional information and call for aid if appropriate,

— lifts in accordance with the specification referenced in Appendix A, Index [1].

• (8) Time information presented in digits shall be in the 24 h system.

• (9) The following specific graphic symbols and pictograms shall be fitted with the wheelchair symbol in accordance with Appendix N:

— directional information for wheelchair specific routes;

— indication of the wheelchair accessible toilets and other amenities if provided;

— if there is train configuration information on the platform, indication of the wheelchair boarding location.

The symbols are permitted to be combined with other symbols (for example: lift, toilet, etc.).

• (10) Where inductive loops are fitted, those shall be indicated by a sign as described in Appendix N.

• (11) In wheelchair accessible toilets, where hinged handrails are provided, a graphic symbol showing the rail in both the stowed and deployed position shall be provided.

• (12) There shall be no more than five pictograms, in addition to a directional arrow, indicating a single direction placed adjacent to each other at a single location.

• (13) Displays shall be sized to show individual station names (which may be abbreviated) or words of messages. Each station name, or words of messages, shall be displayed for a minimum of 2 seconds. The term ‘display’ shall be understood as any support of dynamic information.

• (14) If a scrolling display is used (either horizontal or vertical), each complete word shall be displayed for a minimum of 2 seconds and the horizontal scrolling speed shall not exceed 6 characters per second.

• (15) Displays shall be designed for a maximum viewing distance in accordance with the following formula:

Reading distance in mm divided by 250 = character height (for example: 10 000 mm/250 = 40 mm).’;

• (15) in point 4.2.1.12, point (5) is deleted;

• (16) in point 4.2.1.15, point (1) is replaced by the following:

• ‘(1) Level track crossings are permitted to be used as part of a step-free route or of an obstacle-free route.’;

• (17) in point 4.2.2.1.1.(1), the first and second indents are replaced by the following:

• ‘— the back of another seat facing in the opposite direction which is fitted at its aisle side with a handhold or a vertical handrail or other items that can be used for personal stability,

— a handrail or a partition provided at the aisle side of the seat.’;

• (18) point 4.2.2.1.2.1 is amended as follows:

• (a) point (2) is replaced by the following:

• ‘(2) The priority seats and vehicles containing them shall be identified by signs complying with Appendix N. It shall be stated that other passengers shall make such seats available to those who are eligible to use them when required. That identification is not required for units intended to be operated exclusively within a seat reservation system: that shall be reported in the technical documentation referred to in point 4.2.12 of the LOC&PAS TSI.’;

• (b) points (7) and (8) are replaced by the following:

• ‘(7) Each priority seat and the space available to its user shall comply with the specification referenced in Appendix A, Index [16].

• (8) The whole useful sitting surface of the priority seat shall be a minimum of 450 mm wide (see specification referenced in Appendix A, Index [16]).’;

• (19) in point 4.2.2.1.2.2, point (1) is replaced by the following:

• ‘(1) Where uni-directional priority seats are provided, the clearance in front of each seat shall comply with the specification referenced in Appendix A, Index [16]’;

• (20) point 4.2.2.1.2.3. is replaced by the following:

‘4.2.2.1.2.3.   Facing seats arrangement

	(1)	Where facing priority seats are provided, the distance between the front edges of the seat cushions shall be a minimum of 600 mm (See the specification referenced in Appendix A, Index [16]). Such distance shall be maintained even if one of the facing seats is not a priority seat.

	(2)	Where facing priority seats are equipped with a table, there shall be a minimum clear horizontal distance between the front edge of the seat cushion and the leading edge of the table of at least 230 mm (See the specification referenced in Appendix A, Index [16]). When one of the facing seats is not a priority seat, its distance to the table can be reduced provided that the distance between the front edges of the seat cushions remains 600 mm. Sidewall mounted tables the length of which does not extend over the centre line of the window seat do not need to be considered for conformity with this point.’;

• (21) point 4.2.2.2 is amended as follows:

• (a) point (4) is replaced by the following:

• ‘(4) The minimum distance in the longitudinal plane between the back of the wheelchair space and the next surface shall be in accordance with the specification referenced in Appendix A, Index [16].’;

• (b) points (8) and (9) are replaced by the following:

• ‘(8) There shall be no equipment such as bicycle hooks or ski racks in the wheelchair space or directly in front of it.

• (9) At least one seat shall be available either side-by-side with or face-to-face to each of the wheelchair spaces for a companion to travel with the wheelchair user. That seat shall offer the same level of comfort as the other passenger seats and may also be situated on the opposing side of the aisle.’;

• (c) point (12) is replaced by the following:

• ‘(12) The call for aid device shall be placed within the comfortable reach range of the person using the wheelchair as shown in the specification referenced in Appendix A, Index [9].’;

• (d) point (14) is replaced by the following:

• ‘(14) The interface of the call for aid device shall be as set out in point 5.3.2.6.’;

• (22) point 4.2.2.3.2. is replaced by the following:

‘4.2.2.3.2.   Exterior doors

	(1)	All exterior passenger doorways shall have a minimum clear useable width of 800 mm when open.

	(2)	On trains with a design speed lower than 250 km/h, wheelchair access doors offering a level access as defined in point 2.3 shall have a minimum clear useable width of 1 000 mm when open.