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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)

Type Implementing Regulation
Publication 2023-09-08
State In force
Text As published
Department European Commission, MOVE
Source EUR-Lex
articles 8

This is the act as published. Later amendments are not folded into the text below: each one is a separate act in this repository and an entry in this law's history.

Reform history JSON API
Braking mode Command Equipment Unit type Load status Requirement for running speed at 100 km/h Requirement for running speed at 100 km/h Requirement for running speed at 120 km/h Requirement for running speed at 120 km/h
Braking mode Command Equipment Unit type Load status Maximum braking distance Minimum braking distance Maximum braking distance Minimum braking distance
Braking mode ‘P’ Changeover15 ‘S1’16 Empty Smax = 700 m λmin = 65 % amin = 0,60 m/s2 Smin = 390 m λmax = 125 %, (130 %)17 amax = 1,15 m/s2 Smax = 700 m λmin = 100 % amin = 0,88 m/s2 Smin = 580 m λmax = 125 %, (130 %)(17 amax = 1,08 m/s2
Braking mode ‘P’ Changeover15 ‘S1’16 Inter-mediate Smax = 810 m λmin = 55 % amin = 0,51 m/s2 Smin = 390 m λmax = 125 % amax = 1,15 m/s2
Braking mode ‘P’ Changeover15 ‘S1’16 Loaded Smax = 700 m λmin = 65 % amin = 0,60 m/s2 Smin = Max [(S = 480 m, λmax = 100 %, amax = 0,91 m/s2) (S obtained with a mean retardation force of 16,5 kN per axle)]18
Braking mode ‘P’ Variable load Relay19 ‘SS’, ‘S2’ Empty Smax = 480 m λmin = 100 %20 amin = 0,91 m/s2 20 Smin = 390 m λmax = 125 %, (130 %)15 amax = 1,15 m/s2 Smax = 700 m λmin = 100 % amin = 0,88 m/s2 Smin = 580 m λmax = 125 %, (130 %)15 amax = 1,08 m/s2
Braking mode ‘P’ Variable load Relay19 ‘S2’21 Loaded Smax = 700 m λmin = 65 % amin = 0,60 m/s2 Smin = Max [(S = 480 m, λmax = 100 %, amax = 0,91 m/s2) (S obtained with a mean retardation force of 16,5 kN per axle)]22
Braking mode ‘P’ Variable load Relay19 ‘SS’23 Loaded (18 t per axle for brake blocks) Smax 24 = Max [S = 700 m, λmax = 100 %, amax = 0,88 m/s2) (S obtained with a mean retardation force of 16 kN per axle)]25 Smax 24 = Max [S = 700 m, λmax = 100 %, amax = 0,88 m/s2) (S obtained with a mean retardation force of 16 kN per axle)]25
Braking mode ‘G’ There shall be no separate assessment of the braking performance of units in position G. A unit’s braked weight in position G is the result of the braked weight in position P (see the specifications referenced in Appendix D, either Index [17] or Index [58]
  • (x) the following point (o) is added:
  • ‘(o) For wagons with composite brake blocks and a nominal wheel diameter of max 1 000 mm, minimal worn 840 mm and a braked weight per wheelset of more than 15,25 t (14,5 t plus 5%), a relay valve type E in accordance with the specification referenced in Appendix D Index [35] shall be used. For wagons with a nominal wheel diameter smaller than 920 mm, this brake weight limit value shall be adapted in line with the energy input into the wheel rim.’;
  • (h) point 12 is replaced by the following:

‘12.   Welding

Welding shall be carried out in accordance with the specifications referenced in Appendix D Indexes [50] to [54]’;

  • (i) in point 14, the second paragraph, the introductory phrase is replaced by the following:

‘With regard to the use of wheel tread brake systems, this condition is deemed to be met if the ‘friction element for wheel tread brakes’ interoperability constituent is, in addition to the requirements of point 6.1.2.5, compliant with the specification referenced in Appendix D, either Index [46] or Index [47], and if the wheel:’;

  • (j) points 15 to 18 are replaced by the following:

‘15.   Specific product properties concerning the wheel

The wheels shall be in accordance with the specification referenced in Appendix D Index [55]. The thermal mechanical type test required in point 6.1.2.3 shall be carried out in accordance with the specification referenced in Appendix D Index [11] when the complete brake system is acting directly on the wheel tread.

  1. Tow hooks

Units shall be provided with tow hooks, each one being fixed to the side of the unit underframe in accordance with the specification referenced in Appendix D Index [56].

Alternative technical solutions are allowed as far as conditions listed in the same specification are respected. If the alternative solution is a cable eye bracket, it shall in addition have a minimum diameter of 85 mm.

  1. Protective devices on protruding parts

To ensure the safety of staff, protruding (e.g. angular or pointed) parts of the unit located up to 2 m above rail level or above passageways, working surfaces or tow hooks which are liable to cause accidents, shall be fitted with protective devices as described in the specification referenced in Appendix D Index [56].

  1. Label holders and attachment devices for rear-end signal

All units shall be equipped with a label holder in accordance with the specification referenced in Appendix D Index [57] and at both ends with attachment devices as set out in point 4.2.6.3.’;

  • (k) point 20 is replaced by the following:

‘20.   Running dynamic behaviour

The combination of maximum operating speed and maximum admissible cant deficiency shall be in accordance with the specification referenced in Appendix D Index [7].

Units equipped with established running gear as specified in point 6.1.2.1 are presumed to be in conformity with this requirement.’;

  • (66) Appendix D is replaced by the following:

‘Appendix D

D.1   Standards or normative documents

Index Characteristics to be assessed TSI point Mandatory standard point
[1] EN 12663-2:2010 Railway applications - Structural requirements of railway vehicle bodies - Part 2: Freight wagons EN 12663-2:2010 Railway applications - Structural requirements of railway vehicle bodies - Part 2: Freight wagons EN 12663-2:2010 Railway applications - Structural requirements of railway vehicle bodies - Part 2: Freight wagons
[1.1] Strength of unit 4.2.2.2 5
[1.2] Strength of unit – demonstration of conformity 6.2.2.1 6, 7
[1.3] Ability to be hump shunted Appendix C, point 3 8
[1.4] Classification Appendix C, point 3 5.1
[1.5] Requirements concerning the buffing tests Appendix C, point 3 8.2.5.1
[2] EN 15877-1:2012+A1:2018 Railway applications - Marking on railway vehicles - Part 1: Freight wagons EN 15877-1:2012+A1:2018 Railway applications - Marking on railway vehicles - Part 1: Freight wagons EN 15877-1:2012+A1:2018 Railway applications - Marking on railway vehicles - Part 1: Freight wagons
[2.1] Lifting and jacking position marking 4.2.2.2 4.5.14
[2.2] Marking of DDAF 4.2.3.5.3.4 4.5.59
[2.3] Applicable markings 7.1.2 (g) all points except 4.5.25(b)
[2.4] Marking for combined automatic and screw coupler Appendix C, point 1 Figure 75
[3] EN 12663-1:2010+A1:2014 Railway applications - Structural requirements of railway vehicle bodies - Part 1: Locomotives and passenger rolling stock (and alternative method for freight wagons) EN 12663-1:2010+A1:2014 Railway applications - Structural requirements of railway vehicle bodies - Part 1: Locomotives and passenger rolling stock (and alternative method for freight wagons) EN 12663-1:2010+A1:2014 Railway applications - Structural requirements of railway vehicle bodies - Part 1: Locomotives and passenger rolling stock (and alternative method for freight wagons)
[3.1] Strength of unit – demonstration of conformity 6.2.2.1 9.2, 9.3
[3.2] Strength of unit - fatigue strength 6.2.2.1 5.6
[4] EN 15273-2:2013+A1 :2016 Railway applications - Gauges - Part 2: Rolling stock gauge EN 15273-2:2013+A1 :2016 Railway applications - Gauges - Part 2: Rolling stock gauge EN 15273-2:2013+A1 :2016 Railway applications - Gauges - Part 2: Rolling stock gauge
[4.1] Gauging 4.2.3.1 5, annexes A to J, L, M, P
[5] 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
[5.1] Compatibility with load carrying capacity of lines 4.2.3.2 6.1, 6.2
[6] EN 15437-1:2009+A1:2022 Railway applications – Axle box condition monitoring – Interface and design requirements - Part 1: Track side equipment and rolling stock axle box EN 15437-1:2009+A1:2022 Railway applications – Axle box condition monitoring – Interface and design requirements - Part 1: Track side equipment and rolling stock axle box EN 15437-1:2009+A1:2022 Railway applications – Axle box condition monitoring – Interface and design requirements - Part 1: Track side equipment and rolling stock axle box
[6.1] Axle bearing condition monitoring 4.2.3.4 5.1, 5.2
[7] 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
[7.1] Safety against derailment running on twisted track 6.2.2.2 4, 5, 6.1
[7.2] Running dynamic behaviour 4.2.3.5.2 4, 5, 7
[7.3] Running dynamic behaviour - On-track tests 6.2.2.3 4, 5, 7
[7.4] Application to units operated on the 1 668 mm track gauge network 6.2.2.3 7.6.3.2.6 (2)
[7.5] Running dynamic behaviour C.20 Table H.1
[8] EN 16235:2013 Railway application - Testing for the acceptance of running characteristics of railway vehicles - Freight wagons - Conditions for dispensation of freight wagons with defined characteristics from on-track tests in accordance with EN 14363 EN 16235:2013 Railway application - Testing for the acceptance of running characteristics of railway vehicles - Freight wagons - Conditions for dispensation of freight wagons with defined characteristics from on-track tests in accordance with EN 14363 EN 16235:2013 Railway application - Testing for the acceptance of running characteristics of railway vehicles - Freight wagons - Conditions for dispensation of freight wagons with defined characteristics from on-track tests in accordance with EN 14363
[8.1] Running dynamic behaviour 6.1.2.1 5
[8.2] Established running gear 6.1.2.1 6
[8.3] Minimum axle load for established running gears 6.1.2.1 Table 7, 8, 10, 13, 16 and 19, in chapter 6
[9] EN 13749:2021 Railway applications - Wheelsets and bogies - Method of specifying the structural requirements of bogie frames EN 13749:2021 Railway applications - Wheelsets and bogies - Method of specifying the structural requirements of bogie frames EN 13749:2021 Railway applications - Wheelsets and bogies - Method of specifying the structural requirements of bogie frames
[9.1] Structural design of bogie frame 4.2.3.6.1 6.2
[9.2] Assessment of the bogie frame strength 6.1.2.1 6.2
[10] EN 13260:2020 Railway applications - Wheelsets and bogies - Wheelsets - Product requirements EN 13260:2020 Railway applications - Wheelsets and bogies - Wheelsets - Product requirements EN 13260:2020 Railway applications - Wheelsets and bogies - Wheelsets - Product requirements
[10.1] Characteristics of wheelsets 6.1.2.2 4.2.1
[11] EN 13979-1:2020 Railway applications - Wheelsets and bogies - Monobloc wheels - Technical approval procedure - Part 1: Forged and rolled wheels EN 13979-1:2020 Railway applications - Wheelsets and bogies - Monobloc wheels - Technical approval procedure - Part 1: Forged and rolled wheels EN 13979-1:2020 Railway applications - Wheelsets and bogies - Monobloc wheels - Technical approval procedure - Part 1: Forged and rolled wheels
[11.1] Mechanical characteristics of wheels 6.1.2.3 8
[11.2] Thermomechanical behaviour and criteria for residual stress 6.1.2.3 7
[11.3] Specific product properties concerning the wheel Appendix C, point 15 7
[11.4] Specific product properties concerning the wheel - Thermomechanical type test Appendix C, point 15 Table A.1
[12] EN 13103-1:2017+A1:2022 Railway applications - Wheelsets and bogies - Part 1: Design method for axles with external journals EN 13103-1:2017+A1:2022 Railway applications - Wheelsets and bogies - Part 1: Design method for axles with external journals EN 13103-1:2017+A1:2022 Railway applications - Wheelsets and bogies - Part 1: Design method for axles with external journals
[12.1] Method of verification 6.1.2.4 5, 6, 7
[12.2] Decision criteria for permissible stress 6.1.2.4 8
[13] EN 12082:2017+A1:2021 Railway applications – Axle boxes - Performance testing EN 12082:2017+A1:2021 Railway applications – Axle boxes - Performance testing EN 12082:2017+A1:2021 Railway applications – Axle boxes - Performance testing
[13.1] Mechanical resistance and fatigue characteristics of the rolling bearing 6.2.2.4 7
[14] UIC 430-1:2012 Conditions with which wagons must comply in order to be accepted for transit between standard gauge railways and the Spanish and Portuguese broad gauge railways UIC 430-1:2012 Conditions with which wagons must comply in order to be accepted for transit between standard gauge railways and the Spanish and Portuguese broad gauge railways UIC 430-1:2012 Conditions with which wagons must comply in order to be accepted for transit between standard gauge railways and the Spanish and Portuguese broad gauge railways
[14.1] Changeover between 1 435 mm and 1 668 mm track gauges, for axle units 6.2.2.5 Figures 9 and 10 of Annex B.4, and Figure 18 of Annex H
[14.2] Changeover between 1 435 mm and 1 668 mm track gauges, for bogie units 6.2.2.5 Figure 18 of Annex H and Figures 19 and 20 of Annex I
[15] UIC 430-3:1995 Goods wagons - Conditions to be satisfied by goods wagons to make them acceptable for running on both standard-gauge networks and the network of the Finnish state railways UIC 430-3:1995 Goods wagons - Conditions to be satisfied by goods wagons to make them acceptable for running on both standard-gauge networks and the network of the Finnish state railways UIC 430-3:1995 Goods wagons - Conditions to be satisfied by goods wagons to make them acceptable for running on both standard-gauge networks and the network of the Finnish state railways
[15.1] Changeover between 1 435 mm and 1 524 mm track gauges 6.2.2.5 Annex 7
[16] EN 14531-1:2015+A1 :2018 Railway applications - Methods for calculation of stopping distances, slowing distances and immobilization braking - Part 1: General algorithms utilizing mean value calculation for train sets or single vehicles EN 14531-1:2015+A1 :2018 Railway applications - Methods for calculation of stopping distances, slowing distances and immobilization braking - Part 1: General algorithms utilizing mean value calculation for train sets or single vehicles EN 14531-1:2015+A1 :2018 Railway applications - Methods for calculation of stopping distances, slowing distances and immobilization braking - Part 1: General algorithms utilizing mean value calculation for train sets or single vehicles
[16.1] Service brake 4.2.4.3.2.1 4
[16.2] Parking brake 4.2.4.3.2.2 5
[16.3] Distance calculation Appendix C, point 9, Table C.3 4
[17] UIC 544-1:2014 Brakes - Braking performance UIC 544-1:2014 Brakes - Braking performance UIC 544-1:2014 Brakes - Braking performance
[17.1] Service brake - calculation 4.2.4.3.2.1 1 to 3 and 5 to 8
[17.2] Service brake - validation 4.2.4.3.2.1 Appendix B
[17.3] Assessment of braking mode G C.9 - Table C.3 1 to 3 and 5 to 8
[18] EN 50125-1:2014 Railway applications - Environmental conditions for equipment -Part 1: Rolling stock and on-board equipment EN 50125-1:2014 Railway applications - Environmental conditions for equipment -Part 1: Rolling stock and on-board equipment EN 50125-1:2014 Railway applications - Environmental conditions for equipment -Part 1: Rolling stock and on-board equipment
[18.1] Environmental conditions 4.2.5 4.7
[19] EN 1363-1:2020 Fire resistance tests - Part 1: General Requirements EN 1363-1:2020 Fire resistance tests - Part 1: General Requirements EN 1363-1:2020 Fire resistance tests - Part 1: General Requirements
[19.1] Barriers 6.2.2.8.1 4 to 12
[20] ISO 5658- 2:2006/Am1:2011 Reaction to fire tests — Spread of flame — Part 2: Lateral spread on building and transport products in vertical configuration ISO 5658- 2:2006/Am1:2011 Reaction to fire tests — Spread of flame — Part 2: Lateral spread on building and transport products in vertical configuration ISO 5658- 2:2006/Am1:2011 Reaction to fire tests — Spread of flame — Part 2: Lateral spread on building and transport products in vertical configuration
[20.1] Testing of the materials ignitability and flame spread properties 6.2.2.8.2 5 to 13
[21] EN 13501-1:2018 Fire classification of construction products and building elements - Part 1: Classification using data from reaction to fire tests EN 13501-1:2018 Fire classification of construction products and building elements - Part 1: Classification using data from reaction to fire tests EN 13501-1:2018 Fire classification of construction products and building elements - Part 1: Classification using data from reaction to fire tests
[21.1] Material properties 6.2.2.8.2 8
[22] EN 45545-2:2020 Railway applications - Fire protection on railway vehicles -Part 2: Requirements for fire behaviour of materials and components EN 45545-2:2020 Railway applications - Fire protection on railway vehicles -Part 2: Requirements for fire behaviour of materials and components EN 45545-2:2020 Railway applications - Fire protection on railway vehicles -Part 2: Requirements for fire behaviour of materials and components
[22.1] Test conditions 6.2.2.8.2 Ref T03.02 of Table 6
[23] ISO 5660-1:2015+Amd1:2019 Reaction-to-fire tests — Heat release, smoke production and mass loss rate —Part 1: Heat release rate (cone calorimeter method) and smoke production rate (dynamic measurement) ISO 5660-1:2015+Amd1:2019 Reaction-to-fire tests — Heat release, smoke production and mass loss rate —Part 1: Heat release rate (cone calorimeter method) and smoke production rate (dynamic measurement) ISO 5660-1:2015+Amd1:2019 Reaction-to-fire tests — Heat release, smoke production and mass loss rate —Part 1: Heat release rate (cone calorimeter method) and smoke production rate (dynamic measurement)
[23.1] Testing of rubber parts of bogies 6.2.2.8.2 5 to 13
[24] EN 50355:2013 Railway applications - Railway rolling stock cables having special fire performance -Guide to use EN 50355:2013 Railway applications - Railway rolling stock cables having special fire performance -Guide to use EN 50355:2013 Railway applications - Railway rolling stock cables having special fire performance -Guide to use
[24.1] Cables 6.2.2.8.3 1, 4 to 9
[25] EN 50343:2014/A1:2017 Railway applications -Rolling stock -Rules for installation of cabling EN 50343:2014/A1:2017 Railway applications -Rolling stock -Rules for installation of cabling EN 50343:2014/A1:2017 Railway applications -Rolling stock -Rules for installation of cabling
[25.1] Cables 6.2.2.8.3 1, 4 to 7
[26] EN 45545-7:2013 Railway applications -Fire protection on railway vehicles -Part 7: Fire safety requirements for flammable liquid and flammable gas installations EN 45545-7:2013 Railway applications -Fire protection on railway vehicles -Part 7: Fire safety requirements for flammable liquid and flammable gas installations EN 45545-7:2013 Railway applications -Fire protection on railway vehicles -Part 7: Fire safety requirements for flammable liquid and flammable gas installations
[26.1] Flammable liquids 6.2.2.8.4 4 to 9
[27] EN 50153:2014+A2:2020 Railway applications -Rolling stock -Protective provisions relating to electrical hazards EN 50153:2014+A2:2020 Railway applications -Rolling stock -Protective provisions relating to electrical hazards EN 50153:2014+A2:2020 Railway applications -Rolling stock -Protective provisions relating to electrical hazards
[27.1] Protective measures against indirect contact (protective bonding) 4.2.6.2.1 6.4
[27.2] Protective measures against direct contact 4.2.6.2.2 5
[28] EN 16116-2:2021 Railway applications - Design requirements for steps, handrails and associated access for staff - Part 2: Freight wagons EN 16116-2:2021 Railway applications - Design requirements for steps, handrails and associated access for staff - Part 2: Freight wagons EN 16116-2:2021 Railway applications - Design requirements for steps, handrails and associated access for staff - Part 2: Freight wagons
[28.1] Attachment devices for rear-end signal 4.2.6.3 Figure 10
[28.2] UIC footsteps and handrails Clearances Appendix C, point 2 4, 5 6.2
[29] EN 15153-1:2020 Railway applications -External visible and audible warning devices for trains -Part 1: Head, marker and tail lamps EN 15153-1:2020 Railway applications -External visible and audible warning devices for trains -Part 1: Head, marker and tail lamps EN 15153-1:2020 Railway applications -External visible and audible warning devices for trains -Part 1: Head, marker and tail lamps
[29.1] Rear-end signal - colour of tail lamps Appendix E, point 1 5.5.3
[29.2] Rear-end signal - lighting intensity of tail lamps Appendix E, point 1 Table 8
[30] EN 12899-1:2007 Fixed, vertical road traffic signs - Part 1: Fixed signs EN 12899-1:2007 Fixed, vertical road traffic signs - Part 1: Fixed signs EN 12899-1:2007 Fixed, vertical road traffic signs - Part 1: Fixed signs
[30.1] Reflective plates Appendix E, point 2 Class Ref. 2
[31] EN 15566:2022 Railway applications - Railway rolling stock - Draw gear and screw coupling EN 15566:2022 Railway applications - Railway rolling stock - Draw gear and screw coupling EN 15566:2022 Railway applications - Railway rolling stock - Draw gear and screw coupling
[31.1] Manual coupling system Appendix C, point 1 4, 5, 6, 7 (except 4.3 and the dimension ‘a’ in Annex B Figure B.1 which shall be treated as informative).
[32] EN 15551:2022 Railway applications - Railway rolling stock - Buffers EN 15551:2022 Railway applications - Railway rolling stock - Buffers EN 15551:2022 Railway applications - Railway rolling stock - Buffers
[32.1] Buffers Appendix C, point 1 4 (except 4.3), 5, 6 (except 6.2.2.3 and E.4), and 7
[33] EN 15839:2012+A1:2015 Railway applications - Testing for the acceptance of running characteristics of railway vehicles - Freight wagons - Testing of running safety under longitudinal compressive forces EN 15839:2012+A1:2015 Railway applications - Testing for the acceptance of running characteristics of railway vehicles - Freight wagons - Testing of running safety under longitudinal compressive forces EN 15839:2012+A1:2015 Railway applications - Testing for the acceptance of running characteristics of railway vehicles - Freight wagons - Testing of running safety under longitudinal compressive forces
[33.1] Tests concerning longitudinal compressive forces Appendix C, point 8 All
[34] EN 15355:2019 Railway applications - Braking - Distributor valves and distributor-isolating devices EN 15355:2019 Railway applications - Braking - Distributor valves and distributor-isolating devices EN 15355:2019 Railway applications - Braking - Distributor valves and distributor-isolating devices
[34.1] Distributor and distributor isolating device Appendix C, point 9(h) 5, 6
[35] EN 15611:2020+A1:2022 Railway applications - Braking - Relay valves EN 15611:2020+A1:2022 Railway applications - Braking - Relay valves EN 15611:2020+A1:2022 Railway applications - Braking - Relay valves
[35.1] Variable load relay Appendix C, point 9, Table C.3 5, 6, 7, 10
[35.2] Type of relay valve Appendix C, point 9(o) 5, 6, 7, 10
[36] UIC 540:2016 Brakes - Air brakes for freight trains and passenger trains UIC 540:2016 Brakes - Air brakes for freight trains and passenger trains UIC 540:2016 Brakes - Air brakes for freight trains and passenger trains
[36.1] UIC brake Appendix C, points 9(c) and (e) 2
[37] EN 14531-2:2015 Railway applications - Methods for calculation of stopping and slowing distances and immobilization braking - Part 2: Step by step calculations for train sets or single vehicles EN 14531-2:2015 Railway applications - Methods for calculation of stopping and slowing distances and immobilization braking - Part 2: Step by step calculations for train sets or single vehicles EN 14531-2:2015 Railway applications - Methods for calculation of stopping and slowing distances and immobilization braking - Part 2: Step by step calculations for train sets or single vehicles
[37.1] Service brake 4.2.4.3.2.1 4 & 5
[38] EN 15624:2021 Railway applications - Braking - Empty-loaded changeover devices EN 15624:2021 Railway applications - Braking - Empty-loaded changeover devices EN 15624:2021 Railway applications - Braking - Empty-loaded changeover devices
[38.1] Changeover specification Appendix C, point 9, Table C.3 4, 5, 8
[39] EN 15625:2021 Railway applications - Braking - Automatic variable load sensing devices EN 15625:2021 Railway applications - Braking - Automatic variable load sensing devices EN 15625:2021 Railway applications - Braking - Automatic variable load sensing devices
[39.1] Variable load sensing devices Appendix C, point 9, Table C.3 5, 6, 9
[40] EN 286-3:1994 Simple unfired pressure vessels designed to contain air or nitrogen – Part 3: Steel pressure vessels designed for air braking equipment and auxiliary pneumatic equipment for railway rolling stock EN 286-3:1994 Simple unfired pressure vessels designed to contain air or nitrogen – Part 3: Steel pressure vessels designed for air braking equipment and auxiliary pneumatic equipment for railway rolling stock EN 286-3:1994 Simple unfired pressure vessels designed to contain air or nitrogen – Part 3: Steel pressure vessels designed for air braking equipment and auxiliary pneumatic equipment for railway rolling stock
[40.1] Air reservoirs - steel Appendix C, point 9(f) 4, 5, 6, 7
[41] EN 286-4:1994 Simple unfired pressure vessels designed to contain air or nitrogen – Part 4: Aluminium alloy pressure vessels designed for air braking equipment and auxiliary pneumatic equipment for railway rolling stock EN 286-4:1994 Simple unfired pressure vessels designed to contain air or nitrogen – Part 4: Aluminium alloy pressure vessels designed for air braking equipment and auxiliary pneumatic equipment for railway rolling stock EN 286-4:1994 Simple unfired pressure vessels designed to contain air or nitrogen – Part 4: Aluminium alloy pressure vessels designed for air braking equipment and auxiliary pneumatic equipment for railway rolling stock
[41.1] Air reservoirs - aluminium Appendix C, point 9(f) 4, 5, 6, 7
[42] EN 15807:2021 Railway applications - Pneumatic half couplings EN 15807:2021 Railway applications - Pneumatic half couplings EN 15807:2021 Railway applications - Pneumatic half couplings
[42.1] Interface of the brake pipe Appendix C, point 9 (i) 5, 6, 9
[43] EN 14601:2005+A1:2010+A2 :2021 Railway applications - Straight and angled end cocks for brake pipe and main reservoir pipe EN 14601:2005+A1:2010+A2 :2021 Railway applications - Straight and angled end cocks for brake pipe and main reservoir pipe EN 14601:2005+A1:2010+A2 :2021 Railway applications - Straight and angled end cocks for brake pipe and main reservoir pipe
[43.1] End cocks Appendix C, point 9(i) 4, 5, 7, 9
[44] UIC 541-1:2013 Brakes - Regulations concerning the design of brake components UIC 541-1:2013 Brakes - Regulations concerning the design of brake components UIC 541-1:2013 Brakes - Regulations concerning the design of brake components
[44.1] Brake mode switching device Appendix C, point 9(j) Appendix E
[45] UIC 542:2015 Brake parts – Interchangeability UIC 542:2015 Brake parts – Interchangeability UIC 542:2015 Brake parts – Interchangeability
[45.1] Brake block holders Appendix C, point 9 (k) 1 to 5
[46] UIC 541-4:2020 Composite brake blocks - General conditions for certification and use UIC 541-4:2020 Composite brake blocks - General conditions for certification and use UIC 541-4:2020 Composite brake blocks - General conditions for certification and use
[46.1] Friction element for wheel tread brakes Appendix C, point 9(l) 1, 2
[47] EN 16452:2015+A1:2019 Railway applications - Braking - Brake blocks EN 16452:2015+A1:2019 Railway applications - Braking - Brake blocks EN 16452:2015+A1:2019 Railway applications - Braking - Brake blocks
[47.1] Friction element for wheel tread brakes Appendix C, point 9(l) 4 to 11
[48] EN 16241:2014+A1 :2016 Railway applications - Slack adjuster EN 16241:2014+A1 :2016 Railway applications - Slack adjuster EN 16241:2014+A1 :2016 Railway applications - Slack adjuster
[48.1] Slack adjusters Assessment of conformity Appendix C, point 9(m) 4, 5, 6.2 6.3.2 to 6.3.5
[49] EN 15595:2018+AC :2021 Railway applications - Braking - Wheel slide protection EN 15595:2018+AC :2021 Railway applications - Braking - Wheel slide protection EN 15595:2018+AC :2021 Railway applications - Braking - Wheel slide protection
[49.1] Wheel slide protection system Appendix C, point 9 (n) 5 to 9, 11
[50] EN 15085-1:2007+A1:2013 Railway applications -Welding of railway vehicles and components -Part 1: General EN 15085-1:2007+A1:2013 Railway applications -Welding of railway vehicles and components -Part 1: General EN 15085-1:2007+A1:2013 Railway applications -Welding of railway vehicles and components -Part 1: General
[50.1] Welding Appendix C, point 12 4
[51] EN 15085-2:2020 Railway applications - Welding of railway vehicles and components - Part 2: Requirements for welding manufacturer EN 15085-2:2020 Railway applications - Welding of railway vehicles and components - Part 2: Requirements for welding manufacturer EN 15085-2:2020 Railway applications - Welding of railway vehicles and components - Part 2: Requirements for welding manufacturer
[51.1] Welding Appendix C, point 12 4, 5, 6, 7
[52] EN 15085-3:2022 Railway applications - Welding of railway vehicles and components - Part 3: Design requirements EN 15085-3:2022 Railway applications - Welding of railway vehicles and components - Part 3: Design requirements EN 15085-3:2022 Railway applications - Welding of railway vehicles and components - Part 3: Design requirements
[52.1] Welding Appendix C, point 12 4, 5, 6, 7
[53] EN 15085-4:2007 Railway applications - Welding of railway vehicles and components - Part 4: Production requirements EN 15085-4:2007 Railway applications - Welding of railway vehicles and components - Part 4: Production requirements EN 15085-4:2007 Railway applications - Welding of railway vehicles and components - Part 4: Production requirements
[53.1] Welding Appendix C, point 12 4, 5, 6
[54] EN 15085-5:2007 Railway applications - Welding of railway vehicles and components - Part 5: Inspection, testing and documentation EN 15085-5:2007 Railway applications - Welding of railway vehicles and components - Part 5: Inspection, testing and documentation EN 15085-5:2007 Railway applications - Welding of railway vehicles and components - Part 5: Inspection, testing and documentation
[54.1] Welding Appendix C, point 12 4 to 10
[55] EN 13262:2020 Railway applications - Wheelsets and bogies - Wheels - Product requirements EN 13262:2020 Railway applications - Wheelsets and bogies - Wheels - Product requirements EN 13262:2020 Railway applications - Wheelsets and bogies - Wheels - Product requirements
[55.1] Specific product properties concerning the wheel Appendix C, point 15 4, 5 and 6
[56] UIC 535-2:2006 Standardisation and positioning on wagons of steps, end platforms, gangways, handrails, tow hooks, automatic coupler (AC), draw-only automatic coupler and brake valve controls on the UIC member RUs and OSJD member RUs UIC 535-2:2006 Standardisation and positioning on wagons of steps, end platforms, gangways, handrails, tow hooks, automatic coupler (AC), draw-only automatic coupler and brake valve controls on the UIC member RUs and OSJD member RUs UIC 535-2:2006 Standardisation and positioning on wagons of steps, end platforms, gangways, handrails, tow hooks, automatic coupler (AC), draw-only automatic coupler and brake valve controls on the UIC member RUs and OSJD member RUs
[56.1] Tow hooks Conditions for alternative solutions Appendix C, point 16 1.4 1.4.2 to 1.4.9
[56.2] Protective devices on protruding parts Appendix C, point 17 1.3
[57] IRS 50575:2020, Ed1 Railway applications -Wagons – Label-holders and hazard identification panels: interchangeability IRS 50575:2020, Ed1 Railway applications -Wagons – Label-holders and hazard identification panels: interchangeability IRS 50575:2020, Ed1 Railway applications -Wagons – Label-holders and hazard identification panels: interchangeability
[57.1] Label holders and attachment devices for rear end signal Appendix C, point 18 2
[58] EN 16834:2019 Railway applications - Braking – Brake performance EN 16834:2019 Railway applications - Braking – Brake performance EN 16834:2019 Railway applications - Braking – Brake performance
[58.1] Service brake 4.2.4.3.2.1 Annex D
[58.2] Validation of brake performance calculated with Index [17] 4.2.4.3.2.1 6, 8, 9, 10, 12
[58.3] Assessment of braking mode G Appendix C, point 9, Table C.3 6, 8, 9, 12
[59] EN 16839:2022 Railway applications - Rolling stock - Head stock layout EN 16839:2022 Railway applications - Rolling stock - Head stock layout EN 16839:2022 Railway applications - Rolling stock - Head stock layout
[59.1] Head stock layout Appendix C, point 1 4 except 4.3, 5 except 5.5.2.3 and 5.5.2.4, 6, 7, 8

D.2   Technical documents (available on ERA website)

Index Characteristics to be assessed TSI point Mandatory technical document point
[A] Interfaces between Control-Command and Signalling Trackside and other Subsystems Appendix A of CCS TSI, index [77] ERA/ERTMS/033281 V5.0 Interfaces between Control-Command and Signalling Trackside and other Subsystems Appendix A of CCS TSI, index [77] ERA/ERTMS/033281 V5.0 Interfaces between Control-Command and Signalling Trackside and other Subsystems Appendix A of CCS TSI, index [77] ERA/ERTMS/033281 V5.0
[A.1] train detection system based on track circuits 4.2.3.3(a) axle distances (3.1.2.1, 3.1.2.3, 3.1.2.4, 3.1.2.5), vehicle axle load (3.1.7.1), impedance between wheels (3.1.9), use of composite brake blocks (3.1.6), if the rolling stock is equipped: use of shunt assisted devices (3.1.8), if the rolling stock has electrical or electronic equipment on board creating interference current in the rail: conducted interference (3.2.2).
[A.2] train detection system based on axle counters 4.2.3.3(b) axle distances (3.1.2.1, 3.1.2.2, 3.1.2.4, 3.1.2.5), wheel geometry (3.1.3.1-3.1.3.4), metal/inductive components-free space between wheels (3.1.3.5), wheel material (3.1.3.6), if the rolling stock has electrical or electronic equipment on board creating interference electromagnetic fields close to the wheel sensor: electromagnetic fields (3.2.1).
[A.3] train detection system based on loop equipment 4.2.3.3(c) vehicle metal construction (3.1.7.2).
[A.4] Influencing unit 7.1.2 (d1) Point 3.2
[A.5] Vehicle impedance 7.1.2 (d1) Point 3.2.2
[A.6] Harmonised test method 7.1.2 (d1) Point 3.2.1
[A.7] Influencing unit Appendix C, point 7 Point 3.2
[A.8] Vehicle impedance Appendix C, point 7 Point 3.2.2
[A.9] Harmonised test method Appendix C, point 7 Point 3.2.1
[B] ERA Technical Document on codification of combined transport ERA/TD/CT version 1.1 (released on 2023-03-21) ERA Technical Document on codification of combined transport ERA/TD/CT version 1.1 (released on 2023-03-21) ERA Technical Document on codification of combined transport ERA/TD/CT version 1.1 (released on 2023-03-21)
[B.1] Codification of units intended to be used in combined transport 4.2.3.1 Appendix H 2.2
[C] ERA Technical Document on the list of fully UIC approved composite brake blocks for international transport ERA/TD/2009-02/INT, version 15.0 ERA Technical Document on the list of fully UIC approved composite brake blocks for international transport ERA/TD/2009-02/INT, version 15.0 ERA Technical Document on the list of fully UIC approved composite brake blocks for international transport ERA/TD/2009-02/INT, version 15.0
  • (67) Appendix E is amended as follows:
  • (a) in point 1, the first and second paragraphs are replaced by the following:

‘The colour of tail lamps shall be in accordance with the specification referenced in Appendix D Index [29].

The tail lamp shall be designed to display a lighting intensity in accordance with the specification referenced in Appendix D Index [29].’;

  • (b) in point 2, the fourth sentence is replaced by the following:

‘The plate shall be retro-reflective in accordance with the specification referenced in Appendix D Index [30].’;

  • (68) Appendix F is amended as follows:

A new line is added after ‘Running dynamic behaviour’ as follows:
‘Derailment detection and prevention function 4.2.3.5.3 x x n.a. -’
  • (69) Appendix G is replaced by the following:

‘Appendix G

List of composite brake blocks exempted of a declaration of conformity as referred in Article 8b

This Appendix is referenced in Appendix D.2, index [C].

  • (70) the following Appendix H is added:

‘Appendix H

Codification of units intended to be used in combined transport

The codification of units intended to be used in combined transport shall be in accordance with the specification referenced in Appendix D.2, index [B].

The following requirements are applicable to units intended to be used in combined transport and requiring a Wagon Compatibility Code.

H.1   Wagon Compatibility Code
(1) The Wagon Compatibility Code (WCC) specifies the type of Intermodal Loading Unit that can be loaded on the unit.
(2) The WCC shall be determined for all units and assessed by a Notified Body.

H.2   Wagon Correction Digit
(1) The Wagon Correction Digit (WCD) is the result of a comparison between the geometric characteristics of the unit under assessment and the characteristics of the reference wagons defined in point H.3.
(2) This comparison shall be performed for all units and assessed by a Notified Body. The result of the assessment shall be included in the report of the Notified Body.
(3) On the basis of the assessment: For units having equivalent or more favourable geometric characteristics than the reference wagon, the WCD may be calculated if requested by the applicant. For units having less favourable geometric characteristics than the reference wagon, the calculation of the WCD is not required by this TSI.

H.3   Characteristics of the reference wagons

The combined transport 'P' profiles are calculated on the basis of the characteristics of the reference recess wagon defined as:

— Distance between bogie pivots (a) 11 200 mm

— Bogie wheelbase (p) 1 800 mm

— Height of semi-trailer (ST) loading plane 330mm

— Maximum overhang (na) 2 000 mm

— Load tolerance 10mm

— Dissymmetry 1°

— Height of ST + wagon roll centre (Hc) 1 000 mm

— q+w play 11.5mm

— Play in side bearers (J) 12mm

— Half-distance between side bearers (bG) 850mm

— ST + wagon flexibility (s) 0.3

The combined transport 'C' and ISO profiles are calculated on the basis of the characteristics of the reference wagon defined as:

— Distance between bogie pivots (a) 13 500 mm

— Bogie wheelbase (p) 1 800 mm

— Height of swap body loading plane 1 175 mm

— Maximum overhang (na) 2 000 mm

— Load tolerance 10mm

— Dissymmetry 1°

— Height of wagon roll centre (Hc) 500mm

— q+w play 11.5mm

— Play in side bearers (J) 12mm

— Half-distance between side bearers (bG) 850mm

— Wagon flexibility (s) 0.15

.

[^ntc*1-L_2023222EN.01009401-E0002]  Commission Implementing Regulation (EU) 2020/387 of 9 March 2020 amending Regulations (EU) No 321/2013, (EU) No 1302/2014 and (EU) 2016/919 as regards the extension of the area of use and transition phases (OJ L 73, 10.3.2020, p. 6-18).’;

[^ntc*2-L_2023222EN.01009401-E0003]  Commission Regulation (EU) No 1304/2014 of 26 November 2014 on the technical specification for interoperability relating to the subsystem ‘rolling stock — noise’ amending Decision 2008/232/EC and repealing Decision 2011/229/EU (OJ L 356, 12.12.2014, p. 421).’;

[^ntc*3-L_2023222EN.01010701-E0001]  Commission Implementing Regulation (EU) 2020/387 of 9 March 2020 amending Regulation (EU) No 321/2013 concerning the technical specification for interoperability relating to the subsystem ‘rolling stock — freight wagons’ of the rail system (OJ L 73 10.3.2020, p. 6).’

14

Two-axle wagons with axle load up to 22,5 t the value shall be taken as 1 651 mm.’

15

Changeover in accordance with the specification referenced in Appendix D Index [38].

16

An ‘S1’ unit is a unit with empty/load device. The maximum load per axle is 22,5 t.

17

Only for two stage load brake (changeover command) and P10 (cast iron blocks with 10 ‰ phosphor)- or LL-brake blocks.

18

The maximum mean retardation force allowed (for running speed at 100 km/h) is Image omitted; see official source. This value comes from the maximum braking energy input permitted on a clasp braked wheel with a nominal new diameter in the range of [920 mm; 1 000 mm] during braking (the brake weight shall be limited to 18 tonnes/axle).

19

Variable load relay in accordance with the specification referenced in Appendix D Index [35] in combination with a variable load sensing device in accordance with the specification referenced in Appendix D Index [39].

20

Image omitted; see official source, with Te = 2 sec. Distance calculation in accordance with the specification referenced in Appendix D Index [16].

21

An ‘S2’ unit is a unit with a variable load relay. The maximum load per axle is 22,5 t.

22

The automatic-load controlled equipment of wagons worked under s conditions can provide a maximum braked weight of λ = 100%, up to load limit equal to 67 % of the maximum permissible wagon weight.

For standard wheelset with using the max axle load

Max 1 000 mm; minimal worn 840 mm, max axle load 22,5t,

Max axle load for λ=100: 15 t

Max 840 mm; minimal worn 760 mm,

max axle load 20 t, Max axle load for λ=100: 13 t

Max 760 mm; minimal worn 680 mm,

max axle load 18 t, Max axle load for λ=100: 12 t

Max 680 mm; minimal worn 620 mm

Max axle load 16 t, Max axle load for λ=100: 10,5 t

23

An ‘SS’ unit shall be equipped with a variable load relay. The maximum load per axle is 22,5 t.

24

λ must not exceed 125 %, considering for braking only on wheels (brake blocks), the maximum mean retardation force allowed of 16 kN/axle (for running speed at 120 km/h).

25

The requirement by a running speed of 120 km/h is to fulfil λ = 100 % up to the SS load limit, with following derogation: the mean retardation force for tread brake with wheel diameter [new max 1 000mm, worn min. 840 mm] shall be limited to 16 kN/wheelset. This limit is caused by the maximum admissible braking energy corresponding to 20 t axle load with λ = 90 % and 18 t braked weight per wheelset.

If a braked weight percentage of more than 100 % is required with an axle load of more than 18 t, it is necessary to realize another type of brake system (for example disc brakes) to limit the thermal load on the wheel.’

ANNEX II

The Annex to Regulation (EU) No 1299/2014 is amended as follows:

  • (1) point 2.5 is replaced by the following:

‘2.5.   Relation to the safety management system

Necessary processes to manage safety and operations according to the requirements in the scope of this TSI, including interfaces to humans, organisations, or other technical systems, shall be designed and implemented in the infrastructure manager's safety management system as required by Directive (EU) 2016/798.’;

  • (2) the following point 2.6 is added:

‘2.6.   Relation to the codification of Combined Transport
(1) The provisions for structure gauge are laid down in point 4.2.3.1.
(2) The codification system used for the conveyance of intermodal loading units in combined transport shall be in accordance with the specification referenced in Appendix T, index [A]. It can be based on: (a) the characteristics of the line and the exact position of the obstacles; (b) the reference profile of the structure gauge of that line; (c) a combination of the methods referred to in points (a) and (b).’;
  • (3) in point 4.1, point (6) is replaced by the following:
  • ‘(6) Where line speeds are stated in [km/h] as a category or performance parameter in this TSI, it shall be allowed to translate the speed to equivalent [mph] as in Appendix G, for Ireland and for the networks of the United Kingdom in respect of Northern Ireland.’;
  • (4) point 4.2.1 is amended as follows:
  • (a) points (4) to (8) are replaced by the following:
  • ‘(4) Lines shall be classified based on the type of traffic (traffic code) characterised by the following performance parameters:
  • — structure gauge,
  • — axle load,
  • — line speed,
  • — train length,
  • — usable length of platform.

The values in the columns for ‘structure gauge’ and ‘axle load’, which directly affect train running, shall be mandatory minimum levels as per traffic code targeted. Notwithstanding TEN-T requirements, the range of values indicated in the columns for ‘line speed’, ‘usable length of platform’ and ‘train length’ shall be applied, as long as reasonably practicable.

  • (5) The performance parameters listed in Table 2 and Table 3 are not intended to be used for compatibility checks between rolling stock and infrastructure. Route compatibility checks are subject to point 4.2.2.5 and Appendix D.1 of the Annex of the Commission Implementing Regulation (EU) 2019/773[^ntr*1-L_2023222EN.01012501-E0001] (‘TSI OPE’).
  • (6) Information defining minimum capability requirements for existing structures in relationship to different train types is given in Appendix E. For the networks of the United Kingdom in respect of Northern Ireland, information defining the relation between maximum axle load and maximum speed in accordance with type of vehicle is given in Appendix F.
  • (7) The performance levels for types of traffic are set out in Table 2 and Table 3.

Table 2

Infrastructure performance parameters for passenger traffic

(route compatibility checks are subject to point 4.2.2.5 and Appendix D.1 of TSI OPE)

Traffic code Structure gauge Axle load [t] Line speed [km/h] Usable length of platform [m]
P1 GC 17 26 / 21,5 27 250 -350 400
P2 GB 20 26/ 22,5 27 200 -250 200 -400
P3 DE3 22,5 28 120 -200 200 -400
P4 GB 22,5 28 120 -200 200 -400
P5 GA 20 28 80 -120 50 -200
P6 G1 12 28 n.a. n.a.
P1520 S 22,5 28 80 -160 35 -400
P1600 IRL1 22,5 28 80 -160 75 -240

Table 3

Infrastructure performance parameters for freight traffic

(route compatibility checks are subject to point 4.2.2.5 and Appendix D.1 of TSI OPE)

Traffic code Structure gauge Axle load [t] Line speed [km/h] Train length [m]
F1 GC 22,5 29 100 -120 740 -1 050
F2 GB 22,5 29 100 -120 600 -1 050
F3 GA 20 29 60 -100 500 -1 050
F4 G1 18 29 n.a. n.a.
F1520 S 25 29 50 -120 1 050
F1600 IRL1 22,5 29 50 -100 150 -450

Note: Tables 2 and 3 are not to be used for compatibility checks between rolling stock and infrastructure

  • (8) For structures, axle load by itself is not sufficient to set out the requirements for infrastructure. Requirements are specified as follows:

— for new structures in points 4.2.7.1 and 4.2.7.2,

— for existing structures in point 4.2.7.4,

— for track in point 4.2.6.

[^ntr*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).’;"

  • (b) point (11) is replaced by the following:
  • ‘(11) (not used)’;
  • (5) in point 4.2.3.1, points (1), (2) and (3) are replaced by the following:
  • ‘(1) The upper part of the structure gauge shall be set on the basis of the gauges selected in accordance with point 4.2.1, which are set out in the specification referenced in Appendix T Index [3].
  • (2) The lower part of the structure gauge shall be GI2 as set out in the specification referenced in Appendix T Index [3]. Where tracks are equipped with rail brakes, structure gauge GI1 as set out in the same specification shall apply for the lower part of the gauge.
  • (3) Calculations of the structure gauge shall be done using the kinematic method in accordance with the requirements of the specification referenced in Appendix T Index [3].’;
  • (6) in point 4.2.3.2, point (3) is replaced by the following:
  • ‘(3) The distance between track centres shall at least satisfy the requirements for the limit installation distance between track centres, defined in accordance with the specification referenced in Appendix T Index [3].’;
  • (7) in point 4.2.3.4, point (2) is replaced by the following:
  • ‘(2) Reverse curves, except in marshalling yards where wagons are shunted individually, with small radii for new lines shall be designed to prevent buffer locking.

For straight intermediate track elements between the curves, the specification referenced in Appendix T, Index [4] shall apply, whose values are based on the reference vehicles defined in the same specification. To prevent buffer locking for existing vehicles that do not fulfil the assumptions of the reference vehicles, infrastructure manager may specify longer lengths of the straight intermediate element.

For non-straight intermediate track elements, a detailed calculation shall be made in order to check the magnitude of the end throw differences.’;

  • (8) in point 4.2.4.5(4), the first paragraph is replaced by the following:

‘The following wheelsets, as defined in the specification referenced in Appendix T, index [6], shall be modelled passing over the designed track conditions (simulated by calculation in accordance with the specification referenced in Appendix T, Index [5]):

  • (a) S 1002 with SR1.
  • (b) S 1002 with SR2.
  • (c) GV 1/40 with SR1.
  • (d) GV 1/40 with SR2.’;
  • (9) in point 4.2.4.6, point (1) is replaced by the following:
  • ‘(1) The railhead profile shall be selected from the range set out in one of the specifications referenced in Appendix T, Index [7] and Index [8], or shall be in accordance with point (2).’;
  • (10) in point 4.2.6.1, points (b) and (c) are replaced by the following:
  • ‘(b) maximum vertical wheel forces. Maximum wheel forces for defined test conditions are set out in the specification referenced in Appendix T, Index [9].
  • (c) vertical quasi-static wheel forces. Maximum quasi-static wheel forces for defined test conditions are set out in the specification referenced in Appendix T, Index [9].’;
  • (11) in point 4.2.6.3, points (a) and (b) are replaced by the following:
  • ‘(a) lateral forces; maximum lateral forces exerted by a wheel set on the track for defined test conditions are set out in the specification referenced in Appendix T, Index [9];
  • (b) quasi-static guiding forces; maximum quasi-static guiding forces Yqst for defined radii and test conditions are set out in the specification referenced in Appendix T, Index [9].’;
  • (12) point 4.2.7 is replaced by the following:

‘4.2.7   Structures resistance to traffic loads

The requirements of the specifications referenced in Appendix T, Index [10] and Index [11] specified in this point of the TSI are to be applied in accordance with the corresponding points in the national annexes to those specifications if they exist.

4.2.7.1.   Resistance of new bridges to traffic loads

4.2.7.1.1.   Vertical loads
(1) Bridges shall be designed to support vertical loads in accordance with the following load models, set out in the specification referenced in Appendix T, Index [10]: (a) Load Model 71, as set out in the specification referenced in Appendix T, Index [10]; (b) in addition, for continuous bridges, Load Model SW/0, as set out in the specification referenced in Appendix T, Index [10].
(2) The load models shall be multiplied by the factor alpha (α) as set out in the specification referenced in Appendix T, Index [10].
(3) The value of factor alpha (α) shall be equal to or greater than the values set out in Table 11. Table 11 Factor alpha (α) for the design of new bridges Type of traffic Minimum factor alpha (α) P1, P2, P3, P4 1,0 P5 0,91 P6 0,83 P1520 1 P1600 1,1 F1, F2, F3 1,0 F4 0,91 F1520 1,46 F1600 1,1

4.2.7.1.2.   Allowance for dynamic effects of vertical loads
(1) The load effects from the Load Model 71 and Load Model SW/0 shall be enhanced by the dynamic factor phi (Φ) as set out in the specification referenced in Appendix T, Index [10].
(2) For bridges for speeds over 200 km/h where the specification referenced in Appendix T, Index [10] requires a dynamic analysis to be carried out, the bridge shall additionally be designed for HSLM defined in the specification referenced in Appendix T, Index [10] .
(3) It is permissible to design new bridges such that they will also accommodate an individual passenger train with higher axle loads than covered by HSLM. The dynamic analysis shall be undertaken using the characteristic value of the loading from the individual train taken as the design mass under normal payload in accordance with Appendix K with an allowance for passengers in standing areas in accordance with Note (1) of Appendix K.

4.2.7.1.3.   Centrifugal forces

Where the track on a bridge is curved over the whole or part of the length of the bridge, the centrifugal force shall be taken into account in the design of bridges as set out in the specification referenced in Appendix T, Index [10].

4.2.7.1.4.   Nosing forces

The nosing force shall be taken into account in the design of bridges as set out in the specification referenced in Appendix T, Index [10].

4.2.7.1.5.   Actions due to traction and braking (longitudinal loads)

Traction and braking forces shall be taken into account in the design of bridges as set out in the specification referenced in Appendix T, Index [10].

4.2.7.1.6.   Design track twist due to rail traffic actions

The maximum total design track twist due to rail traffic actions shall not exceed the values set out in the specification referenced in Appendix T, Index [11].

4.2.7.2.   Equivalent vertical loading for new geotechnical structures, earthworks and earth pressure effects
(1) Geotechnical structures and earthworks shall be designed and earth pressure effects shall be specified taking into account the vertical loads produced by the Load Model 71, as set out in the specification referenced in Appendix T, Index [10].
(2) The equivalent vertical loading shall be multiplied by the factor alpha (α) as set out in the specification referenced in Appendix T, Index [10]. The value of α shall be equal to or greater than the values set out in Table 11.

4.2.7.3.   Resistance of new structures over or adjacent to tracks

Aerodynamic actions from passing trains shall be taken into account as set out in the specification referenced in Appendix T, Index [10].

4.2.7.4.   Resistance of existing structures (bridges, geotechnical structures and earthworks) to traffic loads
(1) Bridges, geotechnical structures and earthworks shall be brought to a specified level of interoperability in accordance with the TSI category of the line referred to in point 4.2.1.
(2) The minimum capability requirements for structures for each traffic code are given in Appendix E and must be met for the line to be declared interoperable.
(3) The following conditions apply: (a) Where an existing structure is replaced by a new structure then the new structure shall be in accordance with the requirements of point 4.2.7.1 or point 4.2.7.2. (b) If the minimum capability of the existing structures satisfy the requirements in Appendix E then the existing structures satisfy the relevant interoperability requirements. (c) Where the capability of an existing structure does not satisfy the requirements in Appendix E and works (e.g. strengthening) are being carried out to raise the capability of the structure to meet the requirements of this TSI (and the structure is not to be replaced by a new structure) then the structure shall be brought into conformity with the requirements in Appendix E.
(4) For the networks of the United Kingdom (Northern Ireland), in points (2) and (3) the EN line category may be replaced by Route Availability (RA) number (delivered in accordance with the national technical rule notified for that purpose) and consequently references to Appendix E are replaced by references to Appendix F.’;
  • (13) in point 4.2.8.1, point (1) is replaced by the following:
  • ‘(1) The immediate action limits for isolated defects in alignment are set out in the specification referenced in Appendix T, Index [12]. Isolated defects shall not exceed the limits of wavelength range D1.’;
  • (14) in point 4.2.8.2, point (1) is replaced by the following:
  • ‘(1) The immediate action limits for isolated defects in longitudinal level are set out in the specification referenced in Appendix T, Index [12]. Isolated defects shall not exceed the limits of wavelength range D1.’;
  • (15) point 4.2.8.3 is amended as follows:
  • (a) points (1) and (2) are replaced by the following:
  • ‘(1) The immediate action limit for track twist as an isolated defect is given as a zero to peak value. Track twist is set out in the specification referenced in Appendix T, Index [13].
  • (2) The track twist limit is a function of the measurement base applied in accordance with the specification referenced in Appendix T, Index [12].’;
  • (b) point (6) is replaced by the following:
  • ‘(6) Instead of point (2), for the 1 668 mm track gauge system, the track twist limit is a function of the measurement base applied in accordance with the specification referenced in Appendix T, Index [12].’;
  • (16) point 4.2.9.2 is amended as follows:
  • (a) point (3) is replaced by the following:
  • ‘(3) For platforms where only passenger trains that are explicitly listed as excluded from the scope of Commission Regulation (EU) No 1302/2014 (‘TSI LOC&PAS’)[^ntr*2-L_2023222EN.01012501-E0006] in its point 1.1 are intended to stop in normal service, different provisions for the nominal platform height might apply.

[^ntr*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).’;"

  • (b) the following sentence is added at the end of point (4):

‘These values shall be considered with a tolerance of -10/+20 mm.’;

  • (17) point 4.2.9.3 is amended as follows:
  • (a) point (1) is replaced by the following:
  • ‘(1) The distance between the track centre and the platform edge parallel to the running plane (bq), as defined in the specification referenced in Appendix T, Index [3], shall be set on the basis of the installation limit gauge (bqlim). The installation limit gauge shall be calculated on the basis of the gauge G1.’;
  • (b) the following sentence is added at the end of point (3):

‘These values shall be considered with a tolerance of -10/+10 mm.’;

  • (18) point 4.2.10.1 is replaced by the following:

‘4.2.10.1.   Maximum pressure variations in tunnels
(1) Any new tunnel or underground structure falling in the categories described in the specification referenced in Appendix T, Index [14], has to provide that maximum pressure variation, caused by the passage of a train running at the maximum allowed speed in the tunnel, do not exceed 10 kPa during the time taken for the train to pass through the tunnel.
(2) The requirement of point (1) has to be fulfilled along the outside of any train complying with the TSI LOC&PAS.
(3) In the case of upgrading or renewal of the infrastructure subsystem, existing tunnel or underground structure intended to be operated at speeds greater than or equal to 200 km/h has to provide that maximum pressure variation, caused by the passage of a train running at the maximum allowed speed in the tunnel, do not exceed 10 kPa during the time taken for the train to pass through the tunnel. The assessment has to be performed in accordance with the specification referenced in Appendix T, Index [14], or in point 6.2.4.12(1) when it is not possible to apply a simplified conformity assessment.’;
  • (19) point 4.2.12.4 is amended as follows:
  • (a) point (2) is replaced by the following:
  • ‘(2) Fixed equipment for the supply of water intended for human consumption shall be supplied with drinking water meeting the requirements of Directive (EU) 2020/2184 of the European Parliament and of the Council[^ntr*3-L_2023222EN.01012501-E0007].

[^ntr*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).’;"

  • (b) the following point (3) is added:
  • ‘(3) The materials used for the supply of water intended for human consumption to the rolling stock (e.g. tank, pump, piping, water tap and sealing material and quality) shall comply with the requirements applicable to water intended for human consumption.’;
  • (20) point 4.3.1 is amended as follows:
  • (a) Table 15 is amended as follows:
  • (i) the title is replaced by the following:

‘Interfaces with the subsystem “Rolling stock – locomotives and passenger rolling stock” ’;

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

‘Reference in TSI INF’;

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

‘Reference in TSI LOC&PAS’;

  • (iv) row ‘Installations for servicing trains’, third column, the text ‘4.2.11.4 Water refilling equipment’ is deleted;
  • (b) Table 16 is amended as follows:
  • (i) the title is replaced by the following:

‘Interfaces with the subsystem “Rolling stock – freight wagons” ’;

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

‘Reference in TSI INF’;

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

‘Reference in TSI WAG’;

  • (21) In point 4.3.2, Table 17 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 ENE’;

  • (22) In point 4.3.3, Table 18 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:

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