2008D0232 — MT — 24.01.2013 — 001.001

Dan id-dokument ġie magħmul bil-ħsieb li jintuża bħala għodda ta’ dokumentazzjoni u l-istituzzjonijiet ma jassumu l-ebda responsabbiltà għall-kontenut tiegħu

►B DEĊIŻJONI TAL-KUMMISSJONI ta' 21 ta’ Frar 2008 dwar speċifikazzjoni teknika għall-interoperabbiltà (STI) rigward is-subsistema “vetturi ferrovjarji” tas-sistema ferrovjarja tranżEwropea ta’ veloċità għolja (notifikata taħt id-dokument numru C(2008) 648) (Test b'rilevanza għaż-ŻEE) (2008/232/KE) (ĠU L 084, 26.3.2008, p.132)

Emendat bi:









▼B

DEĊIŻJONI TAL-KUMMISSJONI

ta' 21 ta’ Frar 2008

dwar speċifikazzjoni teknika għall-interoperabbiltà (STI) rigward is-subsistema “vetturi ferrovjarji” tas-sistema ferrovjarja tranżEwropea ta’ veloċità għolja

(notifikata taħt id-dokument numru C(2008) 648)

(Test b'rilevanza għaż-ŻEE)

(2008/232/KE)







IL-KUMMISSJONI TAL-KOMUNITAJIET EWROPEJ, Wara li kkunsidrat it-Trattat li jistabbilixxi l-Komunità Ewropea, Wara li kkunsidrat id-Direttiva tal-Kunsill 96/48/KE tat-23 ta’Lulju 1996 dwar l-interoperabbiltà tas-sistema ferrovjarja trans-Ewropea ta’ veloċità għolja ( 1 ), u b'mod partikolari l-Artikolu 6(1) tagħha, Billi: (1) F’konformità ma’ l-Artikolu 2(c) u l-Anness II għad-Direttiva 96/48/KE, is-sistema ferrovjarja trans-Ewropea ta’ veloċità għolja tinqasam f'subsistemi strutturali u funzjonali, inkluża subsistema ta' vetturi ferrovjarji. (2) Id-Deċiżjoni tal-Kummissjoni 2002/735/KE ( 2 ) stabbiliet l-ewwel speċifikazzjoni teknika għall-interoperabbiltà (STI) rigward is-subsistema “vetturi ferrovjarji” tas-sistema ferrovjarja trans-Ewropea ta’ veloċità għolja. (3) Jeħtieġ li l-ewwel STI tiġi riveduta fid-dawl tal-progress tekniku u l-esperjenza li nkisbet mill-implimentazzjoni tagħha. (4) L-AEIF, bħala korp rappreżentattiv konġunt, ingħata l-mandat li jeżamina u jirrevedi dik l-ewwel STI. Id-Deċiżjoni 2002/735/KE għandha għaldaqstant tinbidel b'din id-Deċiżjoni. (5) L-abbozz ta' l-STI riveduta ġie eżaminat mill-Kumitat li twaqqaf bid-Direttiva 96/48/KE. (6) Din l-STI għandha tapplika għal vetturi ferrovjarji ġodda jew aġġornati jew rinnovati, taħt ċerti kundizzjonijiet. (7) Din l-STI hija bla ħsara għad-dispożizzjonijiet ta' l-STI rilevanti l-oħra li jistgħu jkunu applikabbli għas-subsistemi ta' vetturi ferrovjarji. (8) L-ewwel STI dwar is-subsistema “vetturi ferrovjarji” daħlet fis-seħħ fl-2002. Minħabba l-impenji kuntrattwali eżistenti, subsistemi jew kostitwenti ta' l-interoperabbiltà ta' vetturi ferrovjarji, jew ir-rinnovament jew l-aġġornament tagħhom, għandhom jgħaddu minn valutazzjoni tal-konformità skond id-dispożizzjonijiet ta' din l-ewwel STI. Għaldaqstant, l-ewwel STI għandha tibqa’ applikabbli għall-finijiet ta' manutenzjoni, u sostituzzjoni marbuta mal-manutenzjoni għall-komponenti tas-subsistema u komponenti ta' l-interoperabbiltà awtorizzati fl-ewwel STI. Għaldaqstant, l-effetti tad-Deċiżjoni 2002/735/KE għandhom jinżammu fis-seħħ fir-rigward tal-manutenzjoni ta' proġetti awtorizzati b'konformità ma' l-STI annessa għal dik id-Deċiżjoni, kif ukoll għal proġetti għal linji ġodda u għar-rinnovament u l-aġġornament ta' linji eżistenti li jkunu fi stadju avvanzat ta' l-iżvilupp jew inkella s-suġġett ta' kuntratt li jkun qed jiġi eżegwit fid-data tan-notifika ta' din id-Deċiżjoni. Biex tiġi determinata d-differenza fl-ambitu ta' l-applikabbiltà bejn l-ewwel STI u l-STI il-ġdida li hija annessa ma' din id-Deċiżjoni, l-Istati Membri għandhom jinnotifikaw lista tas-subsistemi u tal-komponenti ta' l-interoperabbiltà li għalihom għadha applikabbli l-ewwel STI, sa mhux aktar tard minn sitt xhur wara d-data li fiha ssir applikabbli din id-Deċiżjoni. (9) Din l-STI ma timponix l-użu ta' teknoloġiji speċifiċi jew soluzzjonijiet tekniċi għajr fejn dan ikun strettament meħtieġ għall-interoperabbiltà tas-sistema ferrovjarja trans-Ewropea ta’ veloċità għolja. (10) Din l-STI tippermetti, għal perjodu limitat, li l-kostitwenti ta' l-interoperabbiltà jkunu inkorporati f'subsistemi mingħajr ċertifikazzjoni, jekk jintlaħqu ċerti kundizzjonijiet. (11) Fil-verżjoni attwali tagħha, din l-STI ma tittrattax għal kollox ir-rekwiżiti essenzjali kollha. F'konformità ma' l-Artikolu 17 tad-Direttiva 96/48/KE, l-aspetti tekniċi li mhumiex koperti huma identifikati bħala “Punti Mhux Konklużi” fl-Anness L għal din l-STI. F'konformità ma' l-Artikolu 16(3) tad-Direttiva 96/48/KE, l-Istati Membri għandhom jinnotifikaw lill-Kummissjoni u lill-Istati Membri l-oħra lista tar-regoli tekniċi nazzjonali tagħhom li jirrelataw mal-“Punti Mhux Konklużi” u l-proċeduri li għandhom jiġu segwiti għall-valutazzjoni tal-konformità tagħhom. (12) Fir-rigward tal-każijiet speċifiċi deskritti fil-Kapitolu 7 ta' din l-STI, l-Istati Membri għandhom jinnotifikaw lill-Kummisjsoni u lill-Istati Membri l-oħra l-proċeduri li għandhom jiġu segwiti għall-valutazzjoni tal-konformità. (13) It-traffiku ferrovjarju jopera skond ftehimiet eżistenti ta' natura nazzjonali, bilaterali, multinazzjonali jew internazzjonali. Huwa importanti li dawk il-ftehimiet ma jtellfux il-progress kurrenti u futur lejn l-interoperabbiltà. Għal dan il-għan, jeħtieġ li l-Kummissjoni teżamina dawk il-ftehimiet biex tiddetermina jekk l-STI ippreżentata f'din id-Deċiżjoni jeħtiġilhiex tkun riveduta skond dan. (14) L-STI tissejjes fuq l-aħjar għarfien espert disponibbli fi żmien it-tfassil ta' l-abbozz rilevanti. Sew biex tiġi inkoraġġita l-innovazzjoni, kif ukoll biex titqies l-esperjenza miksuba, l-STI annessa għandha tkun suġġetta għal reviżjoni kull tant żmien. (15) Din l-STI tħalli lok għal soluzzjonijiet innovattivi. Fejn dawn ikunu proposti, il-manifattur jew l-entità kontraenti għandu/ha jiddikjara/tiddikjara d-devjazzjoni mis-sezzjoni rilevanti ta' l-STI. L-Aġenzija Ferrovjarja Ewropea ser tiffinalizza l-ispeċifikazzjonijiet adegwati funzjonali u ta' “interface” tas-soluzzjoni, u tiżviluppa l-metodi ta' valutazzjoni. (16) Id-dispożizzjonijiet ta' din id-Deċiżjoni huma konformi ma' l-opinjoni tal-Kumitat stabbilit bl-Artikolu 21 tad-Direttiva tal-Kunsill 96/48/KE, Billi: ADOTTAT DIN ID-DEĊIŻJONI:







Artikolu 1

B'dan, il-Kummissjoni qiegħda tadotta Speċifikazzjoni Teknika għall-Interoperabbiltà (“STI”) rigward is-subsistema “vetturi ferrovjarji” tas-sistema ferrovjarja trans-Ewropea ta' veloċità għolja.

L-STI għandha tkun kif jidher fl-Anness għal din id-Deċiżjoni.

Artikolu 2

L-STI għandha tkun applikabbli għal vetturi ferrovjarji ġodda, aġġornati jew rinnovati kollha tas-sistema ferrovjarja trans-Ewropea ta’ veloċità għolja, kif definiti fl-Anness I għad-Direttiva 96/48/KE.

Artikolu 3

(1) Fir-rigward ta' dawk il-kwistjonijiet li jkunu kklassifikati bħala “Punti Mhux Konklużi” fl-Anness L għall-STI, il-kundizzjonijiet li għandhom ikunu sodisfatti għall-verifika ta' l-interoperabbiltà skond l-Artikolu 16(2) tad-Direttiva 96/48/KE għandhom ikunu dawk ir-regoli tekniċi applikabbli li jintużaw fl-Istat Membru li jawtorizza t-tqegħid fis-servizz tas-subsistemi koperti b'din id-Deċiżjoni.

(2) Kull Stat Membru għandu jinnotifika lill-Istati Membri l-oħra u lill-Kummissjoni fi żmien sitt xhur min-notifika ta' din id-Deċiżjoni:

(a) il-lista ta' regoli tekniċi applikabbli msemmija fil-paragrafu 1;

(b) il-valutazzjoni tal-konformità u l-proċeduri ta' eżami li għandhom jiġu applikati rigward l-applikazzjoni ta' dawn ir-regoli;

(c) il-korpi li jaħtar biex iwettqu dawk il-proċeduri ta' valutazzjoni tal-konformità u ta' eżami.

Artikolu 4

Fir-rigward ta' dawk il-kwistjonijiet li jkunu kklassifikati bħala “Każijiet Speċjali” fil-Kapitolu 7 ta' l-STI, il-proċeduri ta' valutazzjoni tal-konformità għandhom ikunu dawk applikabbli fl-Istati Membri. Kull Stat Membru għandu jinnotifika lill-Istati Membri l-oħra u lill-Kummissjoni fi żmien sitt xhur min-notifika ta' din id-Deċiżjoni:

(a) il-valutazzjoni tal-konformità u l-proċeduri ta' eżami li għandhom jiġu applikati rigward l-applikazzjoni ta' dawn ir-regoli;

(b) il-korpi li jaħtar biex iwettqu dawk il-proċeduri ta' valutazzjoni tal-konformità u ta' eżami.

Artikolu 5

L-STI tipprovdi perjodu ta' tranżizzjoni li matulu l-valutazzjoni tal-konformità u ċ-ċertifikazzjoni tal-kostitwenti ta' l-interoperabbiltà jkunu jistgħu jsiru bħala parti mis-subsistema. Matul dan iż-żmien, l-Istati Membri għandhom jinnotifikaw lill-Kummissjoni liema kostitwenti ta' l-interoperabbiltà jkunu ġew ivvalutati b'dan il-mod, biex ikun jista' jiġi ssorveljat mill-qrib is-suq tal-kostitwenti ta' l-interoperabbiltà u jittieħdu passi biex dan jiġi ffaċilitat.

Artikolu 6

Id-Deċiżjoni 2002/735/KE b'dan hija mħassra. Madankollu, id-dispożizzjonijiet tagħha għandhom jibqgħu japplikaw fir-rigward tal-manutenzjoni ta' proġetti awtorizzati f'konformità ma' l-TSI annessa għal dik id-Deċiżjoni, kif ukoll għal proġetti għal linji ġodda u għar-rinnovament u l-aġġornament ta' linji eżistenti li jkunu fi stadju avvanzat ta' l-iżvilupp jew inkella s-suġġett ta' kuntratt li jkun qed jiġi eżegwit fid-data tan-notifika ta' din id-Deċiżjoni.

Lista tas-subsistemi u l-kostitwenti ta' l-interoperabbiltà li għalihom jibqgħu japplikaw id-dispożizzjonijiet tad-Deċiżjoni 2002/735/KE għandha tkun innotifikata lill-Kummissjoni sa mhux aktar tard minn sitt xhur wara d-data li fiha din id-Deċiżjoni ssir applikabbli.

Artikolu 7

L-Istati Membri għandhom jinnotifikaw lill-Kummissjoni, fi żmien sitt xhur mid-dħul fis-seħħ ta' l-STI annessa, it-tipi ta' ftehimiet li ġejjin:

(a) ftehimiet nazzjonali, bilaterali jew multilaterali bejn l-Istati Membri u Impriża/i Ferrovjarja/i jew Ġestjonarja/i ta' l-Infrastruttura, maqbula fuq bażi permanenti jew temporanja u meħteġa minħabba n-natura speċifika ħafna jew lokali tas-servizz ferrovjarju maħsub;

(b) ftehimiet bilaterali jew multilaterali bejn Impriża/i Ferrovjarja/i jew Ġestjonarja/i ta' l-Infrastruttura jew Stati Membri li jrendu livelli sinfikanti ta' interoperabbiltà lokali jew reġjonali;

(c) ftehimiet internazzjonali bejn wieħed jew aktar mill-Istati Membri u talanqas pajjiż terz wieħed, jew bejn Impriża/i Ferrovjarja/i jew Ġestjonarja/i ta' l-Infrastruttura ta' l-Istati Membri u talanqas Impriża Ferrovjarja jew Ġestjonarja ta' l-Infrastruttura waħda ta' pajjiż terz, li jrendu livelli sinfikanti ta' interoperabbiltà lokali jew reġjonali.

Artikolu 8

Din id-Deċiżjoni għandha tapplika mill-1 ta’ Settembru 2008.

Artikolu 9

Din id-Deċiżjoni hija indirizzata lill-Istati Membri.









ANNEX

DIRECTIVE 96/48/EC — INTEROPERABILITY OF THE TRANS-EUROPEAN HIGH SPEED RAIL SYSTEM

TECHNICAL SPECIFICATION FOR INTEROPERABILITY

‘Rolling stock’ Sub-System

1. INTRODUCTION 1.1. Technical scope 1.2. Geographical scope 1.3. Content of this TSI 2. DEFINITION AND FUNCTIONS OF THE ROLLING STOCK SUBSYSTEM 2.1. Subsystem Description 2.2. Functions and aspects of the rolling stock subsystem 3. ESSENTIAL REQUIREMENTS 3.1. General 3.2. The essential requirements relate to 3.3. General requirements 3.3.1. Safety 3.3.2. Reliability and availability 3.3.3. Health requirements 3.3.4. Protection of the environment 3.3.5. Technical compatibility 3.4. Requirements specific to the rolling stock subsystem 3.4.1. Safety 3.4.2. Reliability and availability 3.4.3. Technical compatibility 3.5. Requirements specific to maintenance 3.6. Other requirements also concerning the rolling stock subsystem 3.6.1. Infrastructure 3.6.2. Energy 3.6.3. Control-command and signalling 3.6.4. Environment 3.6.5. Operation 3.7. Elements of the rolling stock subsystem related to the essential requirements 4. CHARACTERISTICS OF THE SUBSYSTEM 4.1. Introduction 4.2. Functional and technical specification of the subsystem 4.2.1. General 4.2.1.1. Introduction 4.2.1.2. Design of trains 4.2.2. Structure and mechanical parts 4.2.2.1. General 4.2.2.2. End couplers and coupling arrangements to rescue trains 4.2.2.2.1. Subsystem requirements 4.2.2.2.2. Interoperability constituent requirements 4.2.2.2.2.1. Automatic centre buffer coupler 4.2.2.2.2.2. Buffing and draw gear components 4.2.2.2.2.3. Towing coupler for recovery and rescue 4.2.2.3. Strength of vehicle structure 4.2.2.3.1. General description 4.2.2.3.2. Principles (functional requirements) 4.2.2.3.3. Specifications (simple load cases and design collision scenarios) 4.2.2.4. Access 4.2.2.4.1. Passenger step 4.2.2.4.2. External access door 4.2.2.4.2.1. Passenger access doors 4.2.2.4.2.2. Doors for freight use and for use of the train crew 4.2.2.5. Toilets 4.2.2.6. Driver's cab 4.2.2.7. Windscreen and front of the train 4.2.2.8. Storage facilities for use by staff 4.2.2.9. External steps for use by shunting staff 4.2.3. Track interaction and gauging 4.2.3.1. Kinematic gauge 4.2.3.2. Static axle load 4.2.3.3. Rolling stock parameters which influence ground based train monitoring systems 4.2.3.3.1. Electrical resistance 4.2.3.3.2. Axle bearing health monitoring 4.2.3.3.2.1. Class 1 trains 4.2.3.3.2.2. Class 2 trains 4.2.3.3.2.3. Hot axle box detection for Class 2 trains 4.2.3.3.2.3.1. General 4.2.3.3.2.3.2. Functional requirements for the vehicle 4.2.3.3.2.3.3. Transverse dimensions and height above rail level of the target area 4.2.3.3.2.3.4. Longitudinal dimension of the target area 4.2.3.3.2.3.5. Limit criteria outside of the target area 4.2.3.3.2.3.6. Emissivity 4.2.3.4. Rolling stock dynamic behaviour 4.2.3.4.1. General 4.2.3.4.2. Limit values for running safety 4.2.3.4.3. Track loading limit values 4.2.3.4.4. Wheel/rail interface 4.2.3.4.5. Design for vehicle stability 4.2.3.4.6. Definition of equivalent conicity 4.2.3.4.7. Design values for wheel profiles 4.2.3.4.8. In service values of equivalent conicity 4.2.3.4.9. Wheelsets 4.2.3.4.9.1. Wheelsets 4.2.3.4.9.2. Interoperability Constituent Wheels 4.2.3.4.10. Specific requirements for vehicles with independently rotating wheels 4.2.3.4.11. Detection of derailments 4.2.3.5. Maximum train length 4.2.3.6. Maximum gradients 4.2.3.7. Radju minimu tal-liwjiet 4.2.3.8. Flange lubrication 4.2.3.9. Suspension coefficient 4.2.3.10. Sanding 4.2.3.11. Ballast pick up 4.2.4. Braking 4.2.4.1. Minimum braking performance 4.2.4.2. Brake wheel/rail adhesion demand limits 4.2.4.3. Brake system requirements 4.2.4.4. Service braking performance 4.2.4.5. Eddy current brakes 4.2.4.6. Protection of an immobilised train 4.2.4.7. Brake performance on steep gradients 4.2.4.8. Brake requirements for rescue purposes 4.2.5. Passenger information and communication 4.2.5.1. Public address system 4.2.5.2. Passenger information signs 4.2.5.3. Passenger alarm 4.2.6. Environmental conditions 4.2.6.1. Kundizzjonijiet ambjentali 4.2.6.2. Train aerodynamic loads in open air 4.2.6.2.1. Aerodynamic loads on track workers at the lineside 4.2.6.2.2. Aerodynamic loads on passengers on a platform 4.2.6.2.3. Pressure loads in open air 4.2.6.3. Crosswind 4.2.6.4. Maximum pressure variations in tunnels 4.2.6.5. Exterior noise 4.2.6.5.1. Introduction 4.2.6.5.2. Limits for stationary noise 4.2.6.5.3. Limits for starting noise 4.2.6.5.4. Limits for pass-by noise 4.2.6.6. Exterior electromagnetic interference 4.2.6.6.1. Interference generated on the signalling system and the telecommunications network: 4.2.6.6.2. Electromagnetic interference: 4.2.7. System protection 4.2.7.1. Emergency exits 4.2.7.1.1. Passengers’ emergency exits 4.2.7.1.2. Driver's cab emergency exits 4.2.7.2. Fire safety 4.2.7.2.1. Introduction 4.2.7.2.2. Measures to prevent fire 4.2.7.2.3. Measures to detect/control fire 4.2.7.2.3.1. Fire detection 4.2.7.2.3.2. Fire extinguisher 4.2.7.2.3.3. Fire resistance 4.2.7.2.4. Additional measures to improve running capability 4.2.7.2.4.1. Trains of all categories of fire safety 4.2.7.2.4.2. Category B fire safety 4.2.7.2.5. Specific measures for tanks containing flammable liquids 4.2.7.2.5.1. General 4.2.7.2.5.2. Specific requirements for fuel tanks 4.2.7.3. Protection against electric shock 4.2.7.4. External lights and horn 4.2.7.4.1. Front and rear lights 4.2.7.4.1.1. Head lights 4.2.7.4.1.2. Marker lights 4.2.7.4.1.3. Tail lights 4.2.7.4.1.4. Lamp controls 4.2.7.4.2. Horns 4.2.7.4.2.1. General 4.2.7.4.2.2. Warning horn sound pressure levels 4.2.7.4.2.3. Protection 4.2.7.4.2.4. Verification of sound pressure levels 4.2.7.4.2.5. Interoperability constituent requirements 4.2.7.5. Lifting/rescue procedures 4.2.7.6. Interior noise 4.2.7.7. Air conditioning 4.2.7.8. Driver's vigilance device 4.2.7.9. Control-command and signalling system 4.2.7.9.1. General 4.2.7.9.2. Wheelset location 4.2.7.9.3. Wheels 4.2.7.10. Monitoring and diagnostic concepts 4.2.7.11. Particular specification for tunnels 4.2.7.11.1. Passenger and train crew areas equipped with air conditioning 4.2.7.11.2. Public address system 4.2.7.12. Emergency lighting system 4.2.7.13. Software 4.2.7.14. Driver-Machine-Interface (DMI) 4.2.7.15. Vehicle identification 4.2.8. Traction and electrical equipment 4.2.8.1. Traction performance requirements 4.2.8.2. Traction wheel/rail adhesion requirements 4.2.8.3. Functional and technical specification related to the electric power supply 4.2.8.3.1. Voltage and frequency of the power supply 4.2.8.3.1.1. Power supply 4.2.8.3.1.2. Energy recuperation 4.2.8.3.2. Maximum power and maximum current that is permissible to draw from the overhead contact line 4.2.8.3.3. Power factor 4.2.8.3.4. System energy disturbances 4.2.8.3.4.1. Harmonic characteristics and related over-voltages on the overhead contact line 4.2.8.3.4.2. Effects of DC content in AC supply 4.2.8.3.5. Energy consumption measuring devices 4.2.8.3.6. Rolling stock subsystem requirements linked to pantographs 4.2.8.3.6.1. Pantograph contact force 4.2.8.3.6.2. Arrangement of pantographs 4.2.8.3.6.3. Insulation of pantograph from the vehicle 4.2.8.3.6.4. Pantograph lowering 4.2.8.3.6.5. Quality of current collection 4.2.8.3.6.6. Electrical protection coordination 4.2.8.3.6.7. Running through phase separation sections 4.2.8.3.6.8. Running through system separation sections 4.2.8.3.6.9. Height of pantographs 4.2.8.3.7. Interoperability constituent pantograph 4.2.8.3.7.1. Overall design 4.2.8.3.7.2. Pantograph head geometry 4.2.8.3.7.3. Pantograph static contact force 4.2.8.3.7.4. Working range of pantographs 4.2.8.3.7.5. Current capacity 4.2.8.3.8. Interoperability constituent contact strip 4.2.8.3.8.1. General 4.2.8.3.8.2. Contact strip geometry 4.2.8.3.8.3. Material 4.2.8.3.8.4. Detection of contact strip breakage 4.2.8.3.8.5. Current capacity 4.2.8.3.9. Interfaces with electrification system 4.2.8.3.10. Interfaces with control-command and signalling subsystem 4.2.9. Servicing 4.2.9.1. General 4.2.9.2. Train external cleaning facilities 4.2.9.3. Toilet discharge system 4.2.9.3.1. On board discharge system 4.2.9.3.2. Mobile discharge trolleys 4.2.9.4. Train interior cleaning 4.2.9.4.1. General 4.2.9.4.2. Electrical sockets 4.2.9.5. Water restocking equipment 4.2.9.5.1. General 4.2.9.5.2. Water filling adapter 4.2.9.6. Sand restocking equipment 4.2.9.7. Special requirements for stabling of trains 4.2.9.8. Refuelling equipment 4.2.10. Maintenance 4.2.10.1. Responsibilities 4.2.10.2. The maintenance file 4.2.10.2.1. The maintenance design justification file 4.2.10.2.2. The Maintenance Documentation 4.2.10.3. Management of the maintenance file. 4.2.10.4. Management of maintenance information. 4.2.10.5. Implementation of the maintenance 4.3. Functional and technical specification of the interfaces 4.3.1. General 4.3.2. Infrastructure subsystem 4.3.2.1. Access 4.3.2.2. Driver's cab 4.3.2.3. Kinematic gauge 4.3.2.4. Static axle load 4.3.2.5. Rolling stock parameters, which influence ground based train monitoring systems 4.3.2.6. Rolling stock dynamic behaviour and wheel profiles 4.3.2.7. Maximum train length 4.3.2.8. Maximum gradients 4.3.2.9. Minimum curve radius 4.3.2.10. Flange lubrication 4.3.2.11. Ballast pick up 4.3.2.12. Eddy current brake 4.3.2.13. Brake performance on steep gradients 4.3.2.14. Passenger alarm 4.3.2.15. Environmental conditions 4.3.2.16. Train aerodynamic loads in open air 4.3.2.17. Crosswind 4.3.2.18. Maximum pressure variations in tunnels 4.3.2.19. Exterior noise 4.3.2.20. Fire safety 4.3.2.21. Head lights 4.3.2.22. Particular specification for tunnels 4.3.2.23. Servicing 4.3.2.24. Maintenance 4.3.3. Energy subsystem 4.3.3.1. Reserved 4.3.3.2. Brake system requirements 4.3.3.3. Exterior electromagnetic interference 4.3.3.4. Head lights 4.3.3.5. Functional and technical specification related to power supply 4.3.4. Control-Command and Signalling Subsystem 4.3.4.1. Driver's cab 4.3.4.2. Windscreen and front of the train 4.3.4.3. Static axle load 4.3.4.4. Rolling stock parameters, which influence ground based train monitoring systems 4.3.4.5. Sanding 4.3.4.6. Braking performance 4.3.4.7. Electromagnetic interference 4.3.4.8. Control-command and signalling system 4.3.4.9. Monitoring and diagnostic concepts 4.3.4.10. Particular specification for tunnels 4.3.4.11. Functional and technical specification related to power supply 4.3.4.12. Vehicle front lights 4.3.5. Operation subsystem 4.3.5.1. Design of the trains 4.3.5.2. End couplers and coupling arrangements to rescue trains 4.3.5.3. Access 4.3.5.4. Toilets 4.3.5.5. Windscreen and front of the train 4.3.5.6. Rolling stock parameters, which influence ground based train monitoring systems 4.3.5.7. Rolling stock dynamic behaviour 4.3.5.8. Maximum train length 4.3.5.9. Sanding 4.3.5.10. Ballast pick up 4.3.5.11. Braking performance 4.3.5.12. Brake system requirements 4.3.5.13. Eddy current brakes 4.3.5.14. Protection of an immobilised train 4.3.5.15. Brake performance on steep gradients 4.3.5.16. Public address system 4.3.5.17. Passenger alarm 4.3.5.18. Environmental conditions 4.3.5.19. Train aerodynamic loads in open air 4.3.5.20. Crosswind 4.3.5.21. Maximum pressure variations in tunnels 4.3.5.22. Exterior noise 4.3.5.23. Emergency exits 4.3.5.24. Fire safety 4.3.5.25. External lights and horn 4.3.5.26. Lifting/rescue procedures 4.3.5.27. Interior noise 4.3.5.28. Air conditioning 4.3.5.29. Driver's vigilance device 4.3.5.30. Monitoring and diagnostic concepts 4.3.5.31. Particular specification for tunnels 4.3.5.32. Traction performance requirements 4.3.5.33. Traction wheel/rail adhesion requirements 4.3.5.34. Functional and technical specification related to power supply 4.3.5.35. Servicing 4.3.5.36. Vehicle identification 4.3.5.37. Signal sighting 4.3.5.38. Emergency exits 4.3.5.39. Driver-Machine-Interface (DMI) 4.4. Operating rules 4.5. Maintenance rules 4.6. Professional competencies 4.7. Health and safety conditions 4.8. Reġistru tal-infrastruttura u reġistru Ewropew tat-tipi ta’ vetturi awtorizzati 4.8.1. Infrastructure register 4.8.2. Rolling stock register 5. INTEROPERABILITY CONSTITUENTS 5.1. Definition 5.2. Innovative solutions 5.3. List of constituents 5.4. Constituents performance and specifications 6. ASSESSMENT OF CONFORMITY AND/OR SUITABILITY FOR USE 6.1. Interoperability constituents of the rolling stock subsystem 6.1.1. Conformity assessment (general) 6.1.2. Conformity assessment procedures (modules) 6.1.3. Existing solutions 6.1.4. Innovative solutions 6.1.5. Assessment of suitability for use 6.2. Rolling stock subsystem 6.2.1. Conformity assessment (general) 6.2.2. Conformity assessment procedures (modules) 6.2.3. Innovative solutions 6.2.4. Assessment of maintenance 6.2.5. Assessment of single vehicles 6.3. Interoperable Constituents Not Holding an EC Declaration 6.3.1. General 6.3.2. The Transition Period 6.3.3. The Certification of Subsystems Containing Non-Certified Interoperability Constituents during the Transition Period 6.3.3.1. Conditions 6.3.3.2. Notification 6.3.3.3. Lifecycle Implementation 6.3.4. Monitoring Arrangements 7. IMPLEMENTATION OF THE ROLLING STOCK TSI 7.1. Implementation of the TSI 7.1.1. Newly built rolling stock of new design 7.1.1.1. Definitions 7.1.1.2. General 7.1.1.3. Phase A 7.1.1.4. Phase B 7.1.2. Newly built rolling stock of an existing design certified to an existing TSI 7.1.3. Ferroviji ġodda ta’ disinn eżistenti mhux ċertifikat għall-verżjoni preċedenti (2002) tal-HS RST TSI 7.1.4. Rolling stock being upgraded or renewed 7.1.5. Noise 7.1.5.1. Transitional period 7.1.5.2. Upgrading or renewal of rolling stock 7.1.5.3. A two step approach 7.1.6. Mobile toilet discharge trolleys [clause 4.2.9.3] 7.1.7. Measures to prevent fire — material conformity 7.1.8. Rolling stock operating under national, bilateral, multilateral or international agreements 7.1.8.1. Existing agreements 7.1.8.2. Ftehimiet fil-ġejjieni 7.1.9. TSI revision 7.2. Compatibility of rolling stock with other subsystems 7.3. Specific cases 7.3.1. General 7.3.2. List of specific cases 7.3.2.1. General specific case on the 1 524 mm gauge network 7.3.2.2. End couplers and coupling arrangements to rescue trains [clause 4.2.2.2] 7.3.2.3. Passenger step [clause 4.2.2.4.1] 7.3.2.4. Vehicle gauge [clause 4.2.3.1] 7.3.2.5. Vehicle mass [clause 4.2.3.2] 7.3.2.6. Electrical resistance of wheelsets [clause 4.2.3.3.1] 7.3.2.7. Hot axle box detection for Class 2 trains [clause 4.2.3.3.2.3] 7.3.2.8. Wheel-rail contact (wheel profiles) [4.2.3.4.4] 7.3.2.9. Wheelsets [4.2.3.4.9] 7.3.2.10. Maximum train length [4.2.3.5] 7.3.2.11. Sanding [4.2.3.10] 7.3.2.12. Braking [clause 4.2.4] 7.3.2.12.1. General 7.3.2.12.2. Eddy current brakes [clause 4.2.4.5] 7.3.2.13. Environmental conditions [clause 4.2.6.1] 7.3.2.14. Train Aerodynamics 7.3.2.14.1. Aerodynamic loads on passengers on a platform [clause 4.2.6.2.2] 7.3.2.14.2. Pressure loads in open air [clause 4.2.6.2.3] 7.3.2.14.3. Maximum pressure variations in tunnels [clause 4.2.6.4] 7.3.2.15. Boundary characteristics linked to exterior noise [clause 4.2.6.5] 7.3.2.15.1. Limit for stationary noise [clause 4.2.6.5.2] 7.3.2.15.2. Limit for starting noise [clause 4.2.6.5.3] 7.3.2.16. Fire extinguisher [clause 4.2.7.2.3.2] 7.3.2.17. Horns [clause 4.2.7.4.2.1] 7.3.2.18. Control-command and signalling system [clause 4.2.7.10] 7.3.2.18.1. Wheelset location [clause 4.2.7.10.2] 7.3.2.18.2. Wheels [clause 4.2.7.10.3] 7.3.2.19. Pantograph [clause 4.2.8.3.6.] 7.3.2.20. Interfaces with control-command and signalling system [clause 4.2.8.3.8] 7.3.2.21. Toilet discharge system connections [clause 4.2.9.3.] 7.3.2.22. Water filling adapters [clause 4.2.9.5.] 7.3.2.23. Fire Standards [clause 7.1.6]

1. INTRODUCTION

1.1. Technical scope

This TSI concerns the rolling stock subsystem. These subsystems are included in the list of Annex II(1) to Directive 96/48/EC, as modified by Directive 2004/50/EC.

This TSI is applicable to the following classes of rolling stock, assessed as trainsets (indivisible in service), or as single vehicles, within defined formations of powered and non-powered vehicles. It applies equally to passenger and/or non-passenger carrying vehicles.

Class 1: Rolling stock having a maximum speed equal to or greater than 250 km/h.

Class 2: Rolling stock having a maximum speed of at least 190 km/h but less than 250 km/h.

This TSI shall be applied for rolling stock, referred in section 2 of annex I of Directive 96/48/EC as modified by Dir.2004/50/EC and having a maximum speed of at least 190 km/h as described above. But, if the maximum speed of this rolling stock is higher than 351 km/h, this TSI will apply, but additional specifications are necessary: these additional specifications are not detailed in this TSI and are an open point: national rules apply in such a case.

More information about the rolling stock subsystem is given in section 2.

This TSI specifies requirements with which rolling stock intended to be operated on the rail network as defined in section 1.2 below shall comply and thereby meet the essential requirements of Directive 96/48/EC, as modified by Directive 2004/50/EC.

Access to lines is not solely dependent on fulfilment of the technical requirements of this TSI, other requirements in Directive 2004/49 and Directive 2001/14, as modified by Directive 2004/50 shall also be taken into account in permitting a railway undertaking to operate this rolling stock on a specific line. For example an infrastructure manager is permitted to decide not to allocate a path for a class 2 train on a category 1 line for capacity reasons.

1.2. Geographical scope

The geographical scope of this TSI is the trans-European high-speed rail system as described in Annex I to Directive 96/48/EC modified by Directive 2004/50/EC.

1.3. Content of this TSI

In accordance with Article 5(3) and with Annex I, (1)b of Directive 96/48/EC modified by Directive 2004/50/EC, this TSI:

(a) indicates its intended scope (section 2);

(b) states essential requirements for the rolling stock subsystem (section 3)

(c) establishes the functional and technical specifications to be met by the subsystems and their interfaces with other subsystems (section 4);

(d) sets out, operating and maintenance rules specific to the scope indicated in sections 1.1 and 1.2 above (section 4).

(e) indicates, for the persons concerned, the professional competencies and health and safety conditions at work required for the operation and maintenance of the subsystems (section 4).

(f) determines the interoperability constituents and interfaces which are to be covered by European specifications, including European standards, which are necessary to achieve interoperability within the trans-European high-speed rail system (section 5);

(g) states which procedures are to be used in order to assess the conformity or the suitability for use of the interoperability constituents, on the one hand, or the EC verification of the subsystems, on the other hand (section 6);

(h) indicates the strategy for implementing the TSIs (section 7);

(i) makes provision, in accordance with Article 6(3) of the Directive, specific cases (section 7).

2. DEFINITION AND FUNCTIONS OF THE ROLLING STOCK SUBSYSTEM

2.1. Subsystem Description

The rolling stock subsystem includes neither the control-command, infrastructure, operation subsystems nor the trackside part of the energy subsystem, since these subsystems are specified in their own TSIs.

In addition, rolling stock subsystem does not include the train staff (driver and other on-board train crew) and passengers.

2.2. Functions and aspects of the rolling stock subsystem

The scope of this TSI for the rolling stock subsystem is expanded from that given in the TSI contained in Annex to Decision 2002/735/EC.

The functions to be fulfilled in the scope of the rolling stock subsystem are as follows:

— Carry and protect the passengers and train crew

— Accelerate, maintain speed, brake and stop

— Keep the train driver informed, provide a view ahead, and allow proper control

— Support and guide the train on the track

— Signal the presence of the train to others

— Be able to operate safely even in the event of incidents

— Respect the environment

— Maintain the rolling stock subsystem and the on-board part of the energy subsystem

— Be able to operate on relevant traction supply systems.

The on-board control-command and signalling equipment is within the scope of the control-command and signalling subsystem.

3. ESSENTIAL REQUIREMENTS

3.1. General

In the scope of this TSI, fulfilment of relevant essential requirements quoted in section 3 of this TSI will be ensured by the compliance with the specifications described:

— in section 4 for the subsystems,

— and in section 5 for the interoperability constituents,

— as demonstrated by a positive result of the assessment of:

— conformity and/or suitability for use of the interoperability constituents

— and verification of the subsystems.

as described in section 6.

Parts of the essential requirements are covered by national rules because:

— open and reserved points are listed in Annex L;

— derogations under art. 7 of the Directive 96/48/EC;

— specific cases are described in section 7.3 of this TSI.

The corresponding conformity assessment shall be carried out under the responsibility and according to procedures of the Member State that has notified the national rules or asked for the derogation or the specific case.

According to Article 4(1) of Directive 96/48/EC modified by Directive 2004/50/EC, the Trans-European high-speed rail system, subsystems and their interoperability constituents shall meet the essential requirements set out in general terms in Annex III to the Directive.

Conformity of the rolling stock subsystem and its constituents to the essential requirements is checked in accordance with the provisions envisaged in Directive 96/48/EC modified by Directive 2004/50/EC as well as in this TSI.

3.2. The essential requirements relate to:

— safety,

— reliability and availability,

— health,

— environmental protection,

— technical compatibility.

According to Directive 96/48/EC modified by Directive 2004/50/EC, the essential requirements can be generally applied to the whole Trans-European high-speed rail system or be specific to particular aspects of each subsystem and its constituents.

3.3. General requirements

In the case of the rolling stock subsystem, the specific aspects, in addition to the considerations contained in Annex III to the Directive, are as follows:

3.3.1. Safety

Essential requirement 1.1.1:

‘The design, construction or assembly, maintenance and monitoring of safety-critical components, and more particularly of the components involved in train movements must be such as to guarantee safety at the level corresponding to the aims laid down for the network, including those for specific degraded situations.’

This essential requirement is satisfied by the functional and technical specifications in clauses:

— 4.2.2.2 (end couplers and coupling arrangements to rescue trains)

— 4.2.2.3 (strength of vehicle structure)

— 4.2.2.4 (access)

— 4.2.2.6 (driver's cab)

— 4.2.2.7 (windscreen and front of the train)

— 4.2.3.1 (kinematic gauge)

— 4.2.3.3 (rolling stock parameters which influence ground based train monitoring systems)

— 4.2.3.4 (rolling stock dynamic behaviour)

— 4.2.3.10 (sanding)

— 4.2.3.11 (aerodynamic effects on ballast)

— 4.2.4 (braking)

— 4.2.5 (passenger information and communication)

— 4.2.6.2 (train aerodynamic loads in open air)

— 4.2.6.3 (crosswind)

— 4.2.6.4 (maximum pressure variations in tunnels)

— 4.2.6.6 (exterior electromagnetic interference)

— 4.2.7 (system protection)

— 4.2.7.13 (software)

— 4.2.10 (maintenance)

Essential requirement 1.1.2:

‘The parameters involved in the wheel-rail contact must meet the stability requirements needed in order to guarantee safe movement at the maximum authorised speed.’

This essential requirement is satisfied by the functional and technical specifications in clauses:

— 4.2.3.2 (static axle load)

— 4.2.3.4 (rolling stock dynamic behaviour)

Essential requirement 1.1.3:

‘The components used must withstand any normal or exceptional stresses that have been specified during their period in service. The safety repercussions of any accidental failures must be limited by appropriate means.’

This essential requirement is satisfied by the functional and technical specifications in clauses:

— 4.2.2.2 (end couplers and coupling arrangements to rescue trains)

— 4.2.2.3 (strength of vehicle structure)

— 4.2.2.7 (windscreen and front of the train)

— 4.2.3.3.2 (axle bearing health monitoring)

— 4.2.3.4.3 (track loading limit values)

— 4.2.3.4.9 (wheelsets)

— 4.2.4 (braking)

— 4.2.6 1 (environmental conditions)

— 4.2.6.3 (crosswind)

— 4.2.6.4 (maximum pressure variations in tunnels)

— 4.2.7.2 (fire safety)

— 4.2.8.3.6 (pantographs and contact strips)

— 4.2.9 (servicing)

— 4.2.10 (maintenance)

Essential requirement 1.1.4:

‘The design of fixed installation and rolling stock and the choice of the materials used must be aimed at limiting the generation, propagation and effects of fire and smoke fumes in the event of a fire.’

This essential requirement is satisfied by the functional and technical specifications in clauses:

— 4.2.7.2 (fire safety)

Essential requirement 1.1.5:

‘Any devices intended to be handled by users must be so designed as not to impair their safety if used foreseeably in a manner not in accordance with the posted instructions.’

This essential requirement is satisfied by the functional and technical specifications in clauses:

— 4.2.2.2 (end couplers and coupling arrangements to rescue trains)

— 4.2.2.4 (access)

— 4.2.2.5 (toilets)

— 4.2.4 (braking)

— 4.2.5.3 (passenger alarm)

— 4.2.7.1 (emergency exits)

— 4.2.7.3 (protection against electric shock)

— 4.2.7.5 (lifting/rescue procedures)

— 4.2.9 (servicing)

— 4.2.10 (maintenance)

3.3.2. Reliability and availability

Essential requirement 1.2:

‘The monitoring and maintenance of fixed or moveable components that are involved in train movements must be organised, carried out and quantified in such a manner as to maintain their operation under the intended conditions.’

This essential requirement is satisfied by the functional and technical specifications in clauses:

— 4.2.2.2 (end couplers and coupling arrangements to rescue trains)

— 4.2.2.3 (strength of vehicle structure)

— 4.2.2.4 (access)

— 4.2.3.1 (kinematic gauge)

— 4.2.3.3.2 (axle bearing health monitoring)

— 4.2.3.4 (rolling stock dynamic behaviour)

— 4.2.3.9 (suspension coefficient)

— 4.2.4 (braking)

— 4.2.7.10 (monitoring and diagnostic concepts)

— 4.2.10 (maintenance)

3.3.3. Health requirements

Essential requirement 1.3.1:

‘Materials likely, by virtue of the way they are used, to constitute a health hazard to those having access to them must not be used in trains and railway infrastructures.’

This essential requirement is satisfied by the functional and technical specifications in clauses:

— 4.2.10 (maintenance)

Essential requirement 1.3.2:

‘Those materials must be selected, deployed and used in such a way as to restrict the emission of harmful and dangerous fumes or gases, particularly in the event of fire.’

This essential requirement is satisfied by the functional and technical specifications in clauses:

— 4.2.7.2 (fire safety)

— 4.2.10 (maintenance)

3.3.4. Protection of the environment

Essential requirement 1.4.1:

‘The repercussions on the environment of the establishment and operation of the Trans-European high-speed rail system must be assessed and taken into account at the design stage of the system in accordance with the Community provisions in force.’

This essential requirement is satisfied by the functional and technical specifications in clauses:

— 4.2.3.11 (ballast pick up)

— 4.2.6.2 (train aerodynamic load)

— 4.2.6.5 (exterior noise)

— 4.2.6.6 (exterior electromagnetic interference)

— 4.2.9 (servicing)

— 4.2.10 (maintenance)

Essential requirement 1.4.2:

‘The materials used in the trains must prevent the emission of fumes or gases which are harmful and dangerous to the environment, particularly in the event of fire.’

This essential requirement is satisfied by the functional and technical specifications in clauses:

— 4.2.7.2 (fire safety)

— 4.2.10 (maintenance)

Essential requirement 1.4.3:

‘The rolling stock and energy-supply systems must be designed and manufactured in such a way as to be electromagnetically compatible with the installations, equipment and public or private networks with which they might interfere.’

This essential requirement is satisfied by the functional and technical specifications in clauses:

— 4.2.6.6 (exterior electromagnetic interference)

3.3.5. Technical compatibility

Essential requirement 1.5:

‘The technical characteristics of the infrastructures and fixed installations must be compatible with each other and with those of the trains to be used on the Trans-European high-speed rail system.

If adherence to these characteristics proves difficult on certain sections of the network, temporary solutions, which ensure compatibility in the future, may be implemented.’

This essential requirement is satisfied by the functional and technical specifications in clauses:

— 4.2.2.4 (access

— 4.2.3.1 (kinematic gauge)

— 4.2.3.2 (static axle load)

— 4.2.3.3 (rolling stock parameters which influence ground based train monitoring systems)

— 4.2.3.4 (rolling stock dynamic behaviour)

— 4.2.3.5 (maximum train length)

— 4.2.3.6 (maximum gradients)

— 4.2.3.7 (minimum curve radius)

— 4.2.3.8 (flange lubrication)

— 4.2.3.11 (ballast pick up)

— 4.2.4 (braking)

— 4.2.6.2 (train aerodynamic load)

— 4.2.6.4 (maximum pressure variations in tunnels)

— 4.2.7.11 (particular specification for tunnels)

— 4.2.8.3 (functional and technical specification related to power supply)

— 4.2.9 (servicing)

— 4.2.10 (maintenance)

3.4. Requirements specific to the rolling stock subsystem

3.4.1. Safety

Essential requirement 2.4.1 § 1:

‘The rolling stock structures and those of the links between vehicles must be designed in such a way as to protect the passenger and driving compartments in the event of collision or derailment.’

This essential requirement is satisfied by the functional and technical specifications in clauses:

— 4.2.2.2 (end couplers and coupling arrangements to rescue trains)

— 4.2.2.3 (strength of vehicle structure)

Essential requirement 2.4.1 § 2:

‘The electrical equipment must not impair the safety and functioning of the control-command and signalling installations.’

This essential requirement is satisfied by the functional and technical specifications in clauses:

— 4.2.6.6 (exterior electromagnetic interference)

— 4.2.8.3 (functional and technical specification related to power supply)

Essential requirement 2.4.1 § 3:

‘The braking techniques and the stresses exerted must be compatible with the design of the tracks, engineering structures and signalling systems’.

This essential requirement is satisfied by the functional and technical specifications in clauses:

— 4.2.3.4.3 (track loading limit values)

— 4.2.4.1 (minimum braking performance)

— 4.2.4.5 (eddy current brakes)

Essential requirement 2.4.1 § 4:

‘Steps must be taken to prevent access to electrically-live constituents in order not to endanger the safety of persons’.

This essential requirement is satisfied by the functional and technical specifications in clauses:

— 4.2.5.2 (passenger information signs)

— 4.2.7.3 (protection against electric shock)

— 4.2.9 (servicing)

— 4.2.10 (maintenance)

Essential requirement 2.4.1 § 5:

‘In the event of danger, devices must enable passengers to inform the driver and accompanying staff to contact him.’

This essential requirement is satisfied by the functional and technical specifications in clauses:

— 4.2.5 (passenger information and communication)

Essential requirement 2.4.1 § 6:

‘The access door must incorporate an opening and closing system which guarantees passenger safety.’

This essential requirement is satisfied by the functional and technical specifications in clauses:

— 4.2.2.4.2 (external access door)

Essential requirement 2.4.1 § 7:

‘Emergency exits must be provided and indicated.’

This essential requirement is satisfied by the functional and technical specifications in clauses:

— 4.2.5.2 (passenger information signs)

— 4.2.7.1 (emergency exits)

Essential requirement 2.4.1 § 8:

‘Appropriate provisions must be laid down to take account of the particular safety conditions in very long tunnels.’

This essential requirement is satisfied by the functional and technical specifications in clauses:

— 4.2.5.3 (passenger alarm)

— 4.2.7.2 (fire safety)

— 4.2.7.11 (particular specification for tunnels)

— 4.2.7.12 (emergency lighting system)

Essential requirement 2.4.1 § 9:

‘An emergency lighting system having a sufficient intensity and duration is an absolute requirement on board trains.’

This essential requirement is satisfied by the functional and technical specifications in clause:

— 4.2.7.12 (emergency lighting system)

Essential requirement 2.4.1 § 10:

‘Trains must be equipped with a public address system which provides a means of communication to the public from on-board staff and ground control.’

This essential requirement is satisfied by the functional and technical specifications in clause:

— 4.2.5 (passenger information and communication)

3.4.2. Reliability and availability

Essential requirement 2.4.2:

‘The design of the vital equipment and the running, traction and braking equipment and also the control command system must, in a specific degraded situation, be such as to enable the train to continue without adverse consequences for the equipment remaining in service.’

This essential requirement is satisfied by the functional and technical specifications in clauses:

— 4.2.1.1 (introduction)

— 4.2.1.2 (design of the trains)

— 4.2.2.2 (end couplers and coupling arrangements to rescue trains)

— 4.2.4.1 (minimum braking performance)

— 4.2.4.2 (brake wheel/rail adhesion demand limits)

— 4.2.4.3 (brake system requirements)

— 4.2.4.4 (service braking performance)

— 4.2.4.6 (protection of an immobilised train)

— 4.2.4.7 (brake performance on steep gradients)

— 4.2.5.1 (public address system)

— 4.2.7.2 (fire safety)

— 4.2.7.10 (monitoring and diagnostic concepts)

— 4.2.7.12 (emergency lighting system)

— 4.2.8.1 (traction performance requirements)

— 4.2.8.2 (traction wheel/rail adhesion requirements)

— 4.2.10 (maintenance)

3.4.3. Technical compatibility

Essential requirement 2.4.3 § 1:

‘The electrical equipment must be compatible with the operation of the control command and signalling installations.’

This essential requirement is satisfied by the functional and technical specifications in clauses:

— 4.2.6.6 (exterior electromagnetic interference)

— 4.2.8.3 (functional and technical specification related to power supply)

Essential requirement 2.4.3 § 2:

‘The characteristics of the current-collection devices must be such as to enable trains to travel under the energy supply systems for the Trans-European high-speed rail system.’

This essential requirement is satisfied by the functional and technical specifications in clause:

— 4.2.8.3 (functional and technical specification related to power supply)

Essential requirement 2.4.3 § 3:

‘The characteristics of the rolling stock must be such as to allow it to travel on any line on which it is expected to operate.’

This essential requirement is satisfied by the functional and technical specifications in clauses:

— 4.2.2.4 (access)

— 4.2.3.1 (kinematic gauge)

— 4.2.3.2 (static axle load)

— 4.2.3.3 (rolling stock parameters which influence ground based train monitoring systems)

— 4.2.3.4 (rolling stock dynamic behaviour)

— 4.2.3.5 (maximum train length)

— 4.2.3.6 (maximum gradients)

— 4.2.3.7 (minimum curve radius)

— 4.2.3.11 (ballast pick up)

— 4.2.4 (braking)

— 4.2.6 (environmental conditions)

— 4.2.7.4 (external lights and horn)

— 4.2.7.9 (control-command and signalling system)

— 4.2.7.11 (particular specification for tunnels)

— 4.2.8 (traction and electrical equipment)

— 4.2.9 (servicing)

— 4.2.10 (maintenance)

▼M1 —————

▼B

3.5. Requirements specific to maintenance

Essential Requirement 2.5.1 Health:

‘The technical installations and the procedures used in the maintenance centres must not constitute a danger to human health.’

This essential requirement is satisfied by the functional and technical specifications in sections:

— 4.2.9 (servicing)

— 4.2.10 (maintenance)

Essential Requirement 2.5.2 Environmental protection:

‘The technical installations and the procedures used in the maintenance centres must not exceed the permissible levels of nuisance with regard to the surrounding environment.’

This essential requirement is satisfied by the functional and technical specifications in clauses:

— 4.2.6.5 (exterior noise)

— 4.2.6.6 (exterior electromagnetic interference)

— 4.2.9 (servicing)

— 4.2.10 (maintenance)

Essential Requirement 2.5.3 Technical compatibility:

‘The maintenance installations [handling] high-speed trains must be such as to enable safety, health and comfort operations to be carried out on all trains for which they have been designed.’

This essential requirement is satisfied by the functional and technical specifications in sections:

— 4.2.9 (servicing)

— 4.2.10 (maintenance)

3.6. Other requirements also concerning the rolling stock subsystem

3.6.1. Infrastructure

Essential Requirement 2.1.1. Safety

‘Appropriate steps must be taken to prevent access to or undesirable intrusions into installations on lines travelled at high speed.’

‘Steps must be taken to limit the dangers to which persons are exposed, particularly in stations through which trains pass at high speed.’

‘Infrastructures to which the public has access must be designed and made in such a way as to limit any human health hazards (stability, fire, access, evacuation, platforms, etc.).’

‘Appropriate provisions must be laid down to take account of the particular safety conditions in very long tunnels.’

This essential requirement is not relevant to the scope of this TSI.

3.6.2. Energy

Essential Requirement 2.2.1. Safety

‘Operation of the energy-supply systems must not impair the safety either of high-speed trains or of persons (users, operating staff, trackside dwellers and third parties).’

This essential requirement is not relevant to the scope of this TSI.

Essential Requirement 2.2.2. Environmental protection

‘The functioning of the energy-supply systems must not interfere with the environment beyond the specified limits.’

This essential requirement is satisfied by the functional and technical specifications in clauses:

— 4.2.6.6 (exterior electromagnetic interference)

— 4.2.8.3.6 (Rolling stock requirements linked to pantographs)

Essential Requirement 2.2.3. Technical compatibility

‘The electricity supply systems used throughout the trans-European high-speed rail system must:

— enable trains to achieve the specified performance levels;

— be compatible with the collection devices fitted to the trains.’

This essential requirement is satisfied by the functional and technical specifications in clause:

— 4.2.8.3 (functional and technical specification related to power supply)

3.6.3. Control-command and signalling

Essential Requirement 2.3.1. Safety

‘The control and command and signalling installation and procedures used on the trans-European high-speed rail system must enable trains to travel with a level of safety which corresponds to the objectives set for the network.’

This essential requirement is not relevant to the scope of this TSI.

Essential Requirement 2.3.2. Technical compatibility

‘All new high-speed infrastructures and all new high-speed rolling stock manufactured or developed after adoption of compatible control and command and signalling must be tailored to the use of those systems.’

‘The control and command and signalling equipment installed within the train drivers’ cabs must permit normal operation, under the specified conditions, throughout the trans-European high-speed rail system.’

This essential requirement is satisfied by the functional and technical specifications in clauses:

— 4.2.3.2 (static axle load)

— 4.2.3.3 (rolling stock parameters which influence ground based train monitoring systems)

— 4.2.6.6.1 (interference generated on the signalling system and the telecommunications network)

— 4.2.7.9 (control-command and signalling system)

— 4.2.8.3.10 (interfaces with control, command and signalling system)

3.6.4. Environment

Essential Requirement 2.6.1. Health:

‘Operation of the trans-European high-speed rail system must remain within the statutory noise nuisance limits.’

This essential requirement is satisfied by the functional and technical specifications in clauses:

— 4.2.6.5 (exterior noise)

— 4.2.7.6 (interior noise)

Essential Requirement 2.6.2. Environmental protection

‘Operation of the trans-European high-speed rail system must not cause a level of ground vibrations which is unacceptable for activities and the immediate environment in the vicinity of the infrastructure and in a normal state of maintenance.’

This essential requirement is not relevant to the scope of this TSI.

3.6.5. Operation

Essential Requirement 2.7.1. Safety § 1

‘Alignment of the network operating rules and the qualifications of drivers and on-board staff must be such as to ensure safe international operation.’

This essential requirement is satisfied by the functional and technical specifications in the following section:

— 4.2.7.8 (driver's vigilance device)

Essential Requirement 2.7.1. Safety § 2

‘The operations and maintenance intervals, the training and qualifications of maintenance staff and the quality assurance system set up in the maintenance centres of the operators concerned must be such as to ensure a high level of safety.’

This essential requirement is satisfied by the functional and technical specifications in sections:

— 4.2.9 (servicing)

— 4.2.10 (maintenance)

Essential Requirement 2.7.2. Reliability and availability

‘The operation and maintenance periods, the training and qualifications of the maintenance staff and the quality assurance system set up by the operators concerned in the maintenance centres must be such as to ensure a high level of system reliability and availability.’

This essential requirement is satisfied by the functional and technical specifications in clause:

— 4.2.10 (maintenance)

Essential Requirement 2.7.3. Technical compatibility

‘The alignment of the operating rules of the networks and the qualifications of drivers, on-board staff and managers in charge of traffic must be such as to ensure operating efficiency on the trans-European high-speed rail system.’

This essential requirement is satisfied by the functional and technical specifications in sections:

— 4.2.10 (maintenance)

3.7. Elements of the rolling stock subsystem related to the essential requirements







Essential requirement clause of Directive 96/48/EC as modified by Directive 2004/50/EC Element of the rolling stock subsystem Ref. clause of TSI Safety Reliability Availability Health Environmental protection Technical compatibility General 4.2.1 2.4.2 Structure and mechanical parts 4.2.2 Design of the trains 4.2.1.2 2.4.2 End couplers and coupling arrangements to rescue trains 4.2.2.2 1.1.1 1.1.3 1.1.5 2.4.1.1 1.2 2.4.2 Strength of vehicle structure 4.2.2.3 1.1.1 1.1.3 2.4.1.1 1.2 Access 4.2.2.4 1.1.1 1.1.5 1.2 1.5 2.4.3.3 Access door 4.2.2.4.2 2.4.1.6 Toilets 4.2.2.5 1.1.5 Driver's cab 4.2.2.6 1.1.1 Windscreen & front of the train 4.2.2.7 1.1.1 1.1.3 Track interaction and gauging 4.2.3 Kinematic gauge 4.2.3.1 1.1.1 1.2 1.5 2.4.3.3 Static axle load 4.2.3.2 1.1.2 1.5 2.4.3.3 2.3.2 Rolling stock parameters which influence ground based train monitoring systems 4.2.3.3 1.1.1 1.5 2.4.3.3 2.3.2 Axle bearing health monitoring 4.2.3.3.2 1.1.3 1.2 Rolling stock dynamic behaviour 4.2.3.4 1.1.1 1.1.2 1.2 1.5 2.4.3.3 Track loading limit values 4.2.3.4.3 1.1.3 2.4.1.3 Wheelsets 4.2.3.4.9 1.1.3 Maximum train length 4.2.3.5 1.5 2.4.3.3 Maximum gradients 4.2.3.6 1.5 2.4.3.3 Minimum curve radius 4.2.3.7 1.5 2.4.3.3 Flange lubrication 4.2.3.8 1.5 Suspension coefficient 4.2.3.9 1.2 Sanding 4.2.3.10 1.1.1 Aerodynamic effects on ballast 4.2.3.11 1.1.1 1.4.1 1.5 2.4.3.3 Braking 4.2.4 1.1.1 1.1.3 1.1.5 1.2 1.5 2.4.3.3 Minimum braking performance 4.2.4.1 2.4.1.3 2.4.2 Brake wheel/rail adhesion demand limits 4.2.4.2 2.4.2 Brake system requirements 4.2.4.3 2.4.2 Service Braking Performance 4.2.4.4 2.4.2 Eddy current brakes 4.2.4.5 2.4.1.3 Protection of an immobilised train 4.2.4.6 2.4.2 Brake performance on steep gradients 4.2.4.7 2.4.2 Passenger information and communication 4.2.5 1.1.1 2.4.1.5 2.4.1.10 Public address system 4.2.5.1 2.4.2 Passenger information signs 4.2.5.2 2.4.1.4 2.4.1.7 Passenger alarm 4.2.5.3 1.1.5 2.4.1.8 Environmental conditions 4.2.6 2.4.3.3 Environmental conditions 4.2.6.1 1.1.3 Train aerodynamic loads in open air 4.2.6.2 1.1.1 1.4.1 1.5 Crosswind 4.2.6.3 1.1.1 1.1.3 Maximum Pressure Variations in Tunnels 4.2.6.4 1.1.1 1.1.3 1.5 Exterior Noise 4.2.6.5 2.6.1 1.4.1 2.5.2 Exterior Electromagnetic Interference 4.2.6.6 1.1.1 2.4.1.2 1.4.1 1.4.3 2.5.2 2.2.2 2.4.3.1 Interference generated on the signalling system and the telecommunications network 4.2.6.6.1 2.3.2 System protection 4.2.7 1.1.1 Emergency exits 4.2.7.1 1.1.5 2.4.1.7 Fire safety 4.2.7.2 1.1.3 1.1.4 2.4.1.8 2.4.2 1.3.2 1.4.2 Protection against electric shock 4.2.7.3 1.1.5 2.4.1.4 External lights and horn 4.2.7.4 2.4.3.3 Lifting/rescue procedures 4.2.7.5 1.1.5 Interior Noise 4.2.7.6 2.6.1 Air Conditioning 4.2.7.7 Driver's Vigilance Device 4.2.7.8 2.7.1 Control-command system 4.2.7.9 1.1.1 2.4.3.3 2.3.2 Monitoring and Diagnostic Concepts 4.2.7.10 1.2 2.4.2 Particular specification for tunnels 4.2.7.11 2.4.1.8 1.5 2.4.3.3 Emergency lighting system 4.2.7.12 2.4.1.8 2.4.1.9 2.4.2 Software 4.2.7.13 1.1.1 Traction and electrical equipment 4.2.8 2.4.3.3 Traction performance requirements 4.2.8.1 2.4.2 Traction wheel/rail adhesion requirements 4.2.8.2 2.4.2 Functional and technical specification related to power supply 4.2.8.3 2.4.1.2 2.2.3 1.5 2.4.3.1 2.4.3.2 Pantographs and contact strips 4.2.8.3.6 2.2.2 Interfaces with control, command and signalling system 4.2.8.3.8 2.3.2 Servicing 4.2.9 1.1.3 1.1.5 2.4.1.4 2.7.1 2.5.1 1.4.1 2.5.2 1.5 2.4.3.3 2.5.3 Maintenance 4.2.10 1.1.3 1.1.5 2.4.1.4 2.7.1 1.2 2.4.2 2.7.2 1.3.1 1.3.2 2.5.1 1.4.1 1.4.2 2.5.2 1.5 2.4.3.3 2.5.3 2.7.3 ▼M1 ————— ▼B

4. CHARACTERISTICS OF THE SUBSYSTEM

4.1. Introduction

The rolling stock subsystem shall be verified in accordance with Directive 96/48/EC as modified by Directive 2004/50/EC with the objective of assuring interoperability in respect of the essential requirements.

The functional and technical specifications of the subsystem and its interfaces, described in sections 4.2 and 4.3, shall not impose the use of specific technologies or technical solutions, except where this is strictly necessary for the interoperability of the trans-European High Speed rail network. Innovative solutions, which do not fulfil the requirements, specified in this TSI and/or which are not assessable as stated in this TSI require new specifications and/or new assessment methods. In order to allow technological innovation, these specifications and assessment methods shall be developed by the process described in clauses 6.1.4 and 6.2.3.

▼M1

Il-karatteristiċi komuni tas-subsistema tal-vettura ferrovjarja huma definiti fit-taqsima 4 ta’ din it-TSI.

▼B

4.2. Functional and technical specification of the subsystem

4.2.1. General

4.2.1.1. Introduction

The basic parameters for the rolling stock subsystem are:

— Maximum Track Forces (track loading limit values)

— Axle Load

— Maximum Train Length

— Vehicle Kinematic Gauge

— Minimum Braking Characteristics

— Electrical Boundary Characteristics for Rolling Stock

— Mechanical Boundary Characteristics for Rolling Stock

— Exterior Noise Limits

— Electromagnetic Interference Limits

— Interior Noise Limits

— Air Conditioning Limits

— Requirements for the Transport of People with Reduced Mobility

— Maximum Pressure Variations in Tunnels

— Maximum Gradients

— Geometry of the pantograph collector head

— Maintenance

Performance criteria for the Trans-European high-speed network shall be met for the specific requirements for each of the following line categories as appropriate for the class of train:

— Lines specifically built for high speed,

— Lines specifically upgraded for high speed,

— Lines specifically upgraded for high speed but with special features,

as described in Annex I § 1of Directive 96/48/EC as modified by Directive 2004/50/EC.

For the rolling stock subsystem these requirements are:

(a) Minimum Performance Requirements In order to run on the trans-European high-speed network and under conditions allowing trains to slot smoothly into the overall traffic pattern, all high-speed rolling stock shall be required to guarantee minimum traction and braking performance levels. The trains shall have sufficient standby and backup capacity to ensure that these performance levels are maintained or only slightly downgraded in case of breakdown in systems or modules contributing to these processes (traction equipment from pantograph to axles, mechanical/electrical braking equipment). These margins and redundancies are defined in detail in the characteristics contained in clauses 4.2.1, 4.2.4.2, 4.2.4.3, 4.2.5.1, 4.2.4.7, 4.2.7.2, 4.2.7.12, 4.2.8.1, and 4.2.8.2. For safety significant failures of rolling stock equipment or functions described in this TSI, or passenger overload, the rolling stock keeper and/or the railway undertaking shall, have defined the operating rules associated with each reasonably foreseeable degraded mode in full knowledge of the consequences as defined by the manufacturer. The operating rules are part of the safety management system of the railway undertaking and are not required to be verified by a notified body. For this purpose, the manufacturer shall describe and list in a document the various reasonably foreseeable degraded modes and the related acceptable limits and operating conditions of the rolling stock subsystem that can be experienced. This document shall be part of the technical file according to § 4 of annex VI of Directive 96/48/EC as modified by Directive 2004/50/EC and shall be taken into account in the operational rules.

(b) Maximum service speed of trains Trains shall have in conformity with Article 5(3) and Annex I of the Directive 96/48/EC modified by Directive 2004/50/EC a maximum service speed of: — at least 250 km/h for class 1 trains; — at least 190 km/h, but less than 250 km/h for class 2 trains. The service speed is the nominal speed trains are expected to run in daily operation on appropriate sections. In all cases, it shall be possible for rolling stock to be worked at their maximum speed (if allowed by the infrastructure) with sufficient acceleration margins (as specified in the following paragraphs).

4.2.1.2. Design of trains

(a) This TSI is applicable to both trainsets and single vehicles, but always assessed within defined formations of powered and non-powered vehicles.

(b) For both classes of train the following configurations are permissible: — articulated and/or non-articulated trains, — trains with and/or without tilt systems, — single and/or double deck trains.

(c) Class 1 trains shall be self-propelled trainsets and shall provide a driver's cab at each end and be capable of bi-directional operation and to achieve the performance stated in this TSI. To allow train capacity to meet changing traffic needs it is permissible to couple trainsets to run in multiple. Such a train formed from two or more trainsets shall also meet the relevant specifications and performance in this TSI. It is not a requirement that trainsets of different manufacturers’ designs, or trains from other railway undertakings shall be able to operate coupled together.

(d) Class 2 trains shall be either trainsets, or trains of variable formation with or without bi-directional capabilities. They shall be capable of the performance stated in this TSI. To allow train capacity to meet changing traffic needs it is permissible to couple Class 2 trains to run in multiple, or to add vehicles in the case of trains with locomotives and coaches, where they remain in defined formations. Such a train formed from two or more trains shall meet the relevant specifications and performance in this TSI. It is not a requirement that trainsets of different manufacturers’ designs, or trains from other railway undertakings shall be able to operate coupled together under normal conditions.

(e) To allow train capacity to meet changing traffic needs it is permissible to couple Class 1 and Class 2 trains to run in multiple. Such a train formed from two or more trains shall meet the relevant specifications and performance in this TSI. It is not a requirement that trainsets of different manufacturers’ designs, or trains from other railway undertakings shall be able to operate coupled together.

(f) For both classes of trains, whether assessing a trainset or a single vehicle within one or more formations, the formations for which such assessments are valid shall be clearly defined by the party asking for assessment, and clearly stated in the type or design examination certificate of ‘EC’ verification. It is not permissible to assess a single vehicle without reference to a specific formation. The definition of each formation shall include the type designation, the number of vehicles and TSI relevant characteristics of the vehicles (as listed in the rolling stock register).

(g) The characteristics of each vehicle in a train shall be such that the train fulfils the requirement of this TSI. Some requirements are capable of being assessed for a single vehicle and some have to be assessed with reference to a defined formation as defined in section 6 for each requirement.

(h) The formation(s) for which each assessment is valid shall be clearly defined in the type or design examination certificate of ‘EC’ verification.

1. A trainset is a fixed formation that can only be reconfigured within a workshop environment, if at all.

2. EMU/DMU (Electric/Diesel Multiple Unit), are trainsets, where all vehicles are capable of carrying a payload. Traction and other equipment are usually, but not exclusively under-floor.

3. A Power Head is a traction vehicle of a trainset with a single driver's cab at one end, which is not capable of carrying a payload.

4. A Locomotive is a traction vehicle that is not capable of carrying a payload and has the ability to uncouple in normal operation from a train and operate independently.

5. A coach is a non-traction vehicle in a fixed or variable formation capable of carrying a payload. It is permitted to equip such a coach with a driver's cab. Such a coach is named a driving coach.

6. A train is an operational formation consisting of one or more vehicles or trainsets

7. Defined formation see 4.2.1.2.f

4.2.2. Structure and mechanical parts

4.2.2.1. General

This section deals with the requirements for coupling arrangements, vehicle structures, access, toilets, drivers cabs, windscreens and the front-end designs of the train.

4.2.2.2. End couplers and coupling arrangements to rescue trains

4.2.2.2.1. Subsystem requirements

(a) Class 1 trains shall be equipped at each end of the train with an automatic centre buffer coupler as defined in clause 4.2.2.2.2.1. This is to enable such trains to be rescued in the event of a breakdown by another Class 1 train.

(b) Class 2 trains shall be equipped at each end either — with an automatic centre buffer coupler as defined in clause 4.2.2.2.2.1 — or with buffing and draw gear components compliant with clause 4.2.2.2.2.2. — or with a permanent adaptor meeting the requirements — — of clause 4.2.2.2.2.1 — or of clause 4.2.2.2.2.2.

(c) All trains equipped with automatic centre buffer couplers meeting the requirements of clause 4.2.2.2.2.1 shall be provided with a towing coupler as defined in clause 4.2.2.2.2.3 available on board. This is to enable such trains to be rescued or recovered in the event of a breakdown by motive power units or other trains, equipped with buffing and draw components compliant to clause 4.2.2.2.2.2.

(d) Provision to enable Class 1 and 2 trains to be rescued in the event of a breakdown is required only by a motive power unit or another train equipped with automatic centre buffer couplers meeting the requirements of clause 4.2.2.2.2.1 or with buffing and draw components compliant to clause 4.2.2.2.2.2.

(e) Requirements for the pneumatic brake equipment of high speed trains for towing in case of emergency rescue are specified in clause 4.2.4.8. and in clause K.2.2.2 of Annex K.

4.2.2.2.2. Interoperability constituent requirements

4.2.2.2.2.1. Automatic centre buffer coupler

Automatic centre buffer couplers shall be geometrically and functionally compatible with a ‘Type 10 latch system automatic centre buffer coupler’ (also known as the ‘Scharfenberg’ system) as shown in Annex K clause K.1.

4.2.2.2.2.2. Buffing and draw gear components

The buffing and draw gear components shall be compliant with clause 4.2.2.1.2 of the Conventional Rail Rolling Stock Freight Wagons TSI 2005.

4.2.2.2.2.3. Towing coupler for recovery and rescue

Towing couplers for recovery and rescue shall meet the requirements of Annex K clause K.2.

4.2.2.3. Strength of vehicle structure

4.2.2.3.1. General description

The static and dynamic strength of vehicle bodies shall ensure the safety required for the occupants.

The railway safety system is based on active and passive safety.

— Active safety: Systems which reduce the probability of an accident occurring or the severity of the accident

— Passive safety: Systems which reduce the consequences of an accident, should it occur

Passive safety systems shall not be used to compensate for a possible lack of active safety in the railway network but shall be complementary to active safety in order to complement personal safety when all other measures have failed.

4.2.2.3.2. Principles (functional requirements)

In the event of a frontal impact as described in the scenarios below, the mechanical structure of vehicles shall:

— Limit deceleration,

— Maintain survival space and structural integrity of the occupied areas,

— Reduce the risk of derailment.

— Reduce the risk of over-riding,

Deformation shall be controlled in order to, as a minimum, absorb the energy of the design collision scenarios. Deformation shall be progressive, without overall instabilities or failures and shall occur in the designated collapse zones only. Collapse zones can be:

— reversible and irreversible deformable parts of the buffing/coupling gears;

— non-structural devices;

— crumple zones in the car-body;

— or any combination of the above.

The crumple zones shall either be located in non-occupied areas close to the extremities of each vehicle, in front of the cab and in inter-car gangways, or if this is not possible in adjacent areas of temporary occupation (for example toilets or vestibules) or cabs. Crumple zones are not allowed in passenger seating areas including those equipped with folding (tip up) seats.

4.2.2.3.3. Specifications (simple load cases and design collision scenarios)

(a) The structural elements of the body shell of each vehicle shall be able to withstand the longitudinal and vertical static loads for the vehicle bodies corresponding to category P II of EN12663:2000 as a minimum.

(b) Four collision scenarios shall be considered: — A front end impact between two identical trains, — A front end impact with a vehicle fitted with side buffers, — An impact with a lorry on a level crossing. — An impact with a low obstacle The details for the above scenarios and the corresponding criteria are to be found in annex A.

4.2.2.4. Access

4.2.2.4.1. Passenger step

This is specified in detail by clauses 4.2.2.12.1, 4.2.2.12.2 and 4.2.2.12.3 in the TSI for Accessibility for Persons With Reduced Mobility.

4.2.2.4.2. External access door

4.2.2.4.2.1. Passenger access doors

The relevant clauses of 4.2.2.4. of the TSI for Accessibility for Persons With Reduced Mobilit. will also apply.

(a) Terminology used: — a ‘closed door’ is a door held closed by the door closing mechanism only — a ‘locked door’ is a door held closed by a mechanical door locking device — a ‘door locked out of service’ is immobilised in a closed position by a mechanical device activated by a member of the train crew.

(b) Door operation: To latch or unlatch a manually operated door, for use by the public, the control device shall be operable by the palm of the hand exerting a force not exceeding 20 Newton. The force required to open or close a manual door shall not exceed: If pushbuttons are provided for the powered operation of doors then each pushbutton shall be illuminated (or the surround shall be illuminated) when enabled and shall be operable by a force not greater than 15 Newton.

(c) Door closing: The door control device shall allow the train crew (driver or conductor) to close and lock the doors before the train departs. When the locking control is under staff control and activated from a door, it is permissible for this door to remain open when the other doors close. It shall be possible for staff to close and lock this door subsequently. This door shall automatically close when the train reaches 5 km/h after which locking shall be initiated. The doors shall be kept closed and locked until the train crew releases them. In the event of loss of power to the door controls, the doors shall be kept locked by the locking mechanism. An audible warning sound shall be activated before the doors start to close.

(d) Information available to the train crew: An appropriate device shall indicate to the driver or the train crew that all the doors (except for the door under local control of the train crew) are closed and locked. Appropriate indication shall be provided to the driver or the train crew of any fault in the door closing operation. A ‘door locked out of service’ shall not be taken into account.

(e) Locking a door out of service: A manual device shall be provided to enable the train crew to lock a door out of service. This action shall be possible from both inside and outside the train. After the door is locked out of service, it shall no longer be taken into account by the door controls or the onboard monitoring systems.

(f) Door opening release: The train crew shall be provided with controls that allow the doors to be released separately on each side, to allow them to be opened by passengers when the train is stopped.

(g) Door opening control: A normal opening control or opening device shall be accessible for passengers from both the outside and the inside of the vehicle. Each door shall be provided with one of the following systems, either system shall be equally acceptable to all Member States: — an individual internal emergency-opening device, accessible to passengers, that shall allow the door only to be opened at speeds below 10 km/h., — or — an individual internal emergency-opening device, accessible to passengers, that shall allow the door to be opened. This device shall be independent of any speed signal. This device shall be operated after a succession of at least two actions. This device shall have no effect on ‘a door locked out of service’. In such a case the door shall be unlocked first. Each door shall be provided with an individual external emergency-opening device, accessible to rescue staff, to allow that door to be opened for emergency reasons. This device shall have no effect on ‘a door locked out of service’. In such an emergency case the door shall be unlocked first.

(h) The number of the doors and their dimensions shall allow the complete evacuation within three minutes by passengers without their baggage in a situation where the train is stopped alongside a platform. It is permitted to consider that passengers with reduced mobility are to be assisted by other passengers or staff, and that wheelchair users are evacuated without their wheelchair. Verification of this requirement shall be made by a physical test with a normal load as defined in clause 4.2.3.2 and under normal operating conditions.

(i) Doors shall be fitted with transparent windows to allow passengers to identify the presence of a platform.

4.2.2.4.2.2. Doors for freight use and for use of the train crew

A device shall allow the driver or train crew to close and lock the doors before the train departs.

The doors shall be kept closed and locked until the driver or train crew releases them.

4.2.2.5. Toilets

On passenger carrying trains, sealed retention toilets shall be installed onboard. Flushing is permissible with either clean water or by re-circulation techniques.

▼M1 —————

▼B

4.2.2.6. Driver's cab

(a) access and egress The cab shall be accessible from both sides of the train from the platforms as defined in the High-Speed Infrastructure TSI 2006 and from a level 200mm below the top of the rail on a stabling track. It is permissible for this access to be either directly from the exterior or through an adjoining compartment at the rear of the cab. The train crew shall be able to prevent the cab being accessed by non-authorised persons.

(b) External visibility Forward Vision: The driver's cab shall be designed such that a driver has a clear, unobstructed line of sight to be able to see fixed signals set to both the left and right of the track from the normal seated driving position as defined in Annex B, Figures B.1, B.2, B.3, B.4 and B.5, when the train is on a level and straight track, with the signals following locations defined in Annex B, measured from either the coupling face or the buffer plane (whichever is applicable). Consideration of a standing driving position is not required Side vision: The driver shall be provided with an opening window or opening panel, sufficiently large for the driver to put his head through the aperture, at each side of the cab. Additional equipment for side and rearwards vision is not mandatory.

(c) Seats: The main seat available to the driver shall be designed in such a way that it allows him to undertake all normal driving functions in a seated position. Requirements related to health, safety and ergonomics are an open point. In addition, a second forward facing seat shall be provided for possible accompanying crew. The requirements for external visibility given in section b) do not apply to this position.

(d) Interior layout: Freedom of movement of personnel in the cab interior shall not be inhibited by obstructions. Steps are not permitted on the cab floor; they are permitted between the cab and adjacent compartments or outside doors. The interior layout shall take into account the anthropometric dimensions of the driver as set out in Annex B..

4.2.2.7. Windscreen and front of the train

The driver's cab windscreens shall:

(a) be of an optical quality in accordance with the following characteristics: The types of safety glass used for the front windows, and any heated windows (windows heated to prevent frost) of drivers’ cabs shall not alter the colour of signals and their quality shall be such that the glass, when pierced or starred, remains in position and affords staff protection and sufficient visibility to enable the train to continue its journey. These requirements are set out in clause J.1 of Annex J.

(b) be equipped with de-icing, de-misting and external cleaning facilities.

(c) be able to resist impacts from projectiles as specified in clause J.2.1 of Annex J and resist spalling as specified in clause J.2.2 of Annex J.

The front end of the train shall be capable of resisting the same impact as the window in order to protect persons travelling in the front vehicle.

The inside face of the windscreen shall be supported along its edges to limit intrusion in case of an accident.

4.2.2.8. Storage facilities for use by staff

In or near to driver cabs and where a train is equipped with a separate service compartment there shall be adequate storage facilities for clothing and equipment that must travel with the staff.

4.2.2.9. External steps for use by shunting staff

Where a train

— is equipped with UIC couplers

— is of variable consist

— and external steps for use by shunting staff are required

such steps shall conform to the requirements of clause 4.2.2.2 of CR RST Freight Wagon TSI.

4.2.3. Track interaction and gauging

4.2.3.1. Kinematic gauge

Rolling stock shall comply with one of the kinematic vehicle gauges defined in Annex C of the Conventional Rail Rolling Stock Freight Wagon TSI 2005.

The pantograph gauge shall comply with Clause 5.2 of prEN 50367:2006

▼M1

Iċ-ċertifikat ta’ eżaminazzjoni tat-tip jew tad-disinn tal-verifika “KE” tal-vettura ferrovjarja għandu jindika l-ħxuna ta’ bejn il-binarji valutata.

▼B

4.2.3.2. Static axle load

The nominal static axle load (Po) on the track shall meet the following requirements, in order to limit the forces exerted on the track by the train. Measurements shall be made under the following normal load conditions: with normal payload, train crew, all materials needed for operation (e.g. lubricants, coolants, catering equipment, flushing medium for toilets etc.) and 2/3 of consumables (e.g. fuel, sand, food, etc).

The following definition of the normal payload will apply, dependant upon the type of vehicle or area:

— Passenger seating areas including seats in dining cars: number of passenger seats multiplied by 80 kg (stools (low and high), resting bars or standing aids are not classified as seats)

— Areas of temporary occupation (e.g. vestibules, gangways, toilets): no passenger payload to be taken into account

— Other compartments not accessible to passengers containing luggage, freight: maximum payload in revenue service

The different types of vehicles are defined in clause 4.2.1.2.

The nominal static load Po per axle shall be as set out in Table 1 (1 tonne (t) = 1 000 kg):







Table 1 Static axle load Maximum service speed V [km/h] 190 ≤ V ≤ 200 200 < V ≤ 230 230 < V < 250 V = 250 V > 250 Class 1 ≤ 18 t ≤ 17 t Class 2 locomotives and powerheads ≤ 22,5 t ≤ 18 t n/a n/a Class 2 multiple units ≤ 20 t ≤ 18 t n/a n/a Class 2 loco hauled coaches ≤ 18 t n/a n/a

The maximum total static axle load of the train (the total mass of the train) shall not be greater than:

(the sum of all nominal static axle loads of the train) x 1,02.

The total mass of the train shall not exceed 1 000 t

The maximum individual static axle load of any axle shall not be greater than:

(the nominal individual static axle load) x 1,04.

The difference in static wheel load between any wheel on the same bogie or running gear shall not exceed 6 % of the average wheel load of that bogie or running gear. It is permitted to centre the car body to the centre lines of the bogies before the weighing process.

Individual static axle loads shall not be less than 5 t. This value satisfies the requirement specified in clauses 3.1.1, 3.1.2 and 3.1.3 of Annex A Appendix 1 of the Control-Command and Signalling TSI 2006.

4.2.3.3. Rolling stock parameters which influence ground based train monitoring systems

4.2.3.3.1. Electrical resistance

To ensure the operation of track circuits, the electrical resistance of each wheelset, measured from tyre to tyre shall meet the requirements of clause 3.5 of Annex A Appendix 1 of the Control-Command and Signalling TSI:2006.

In the case of independent wheels (left and right parallel wheels that rotate independently), it is necessary to electrically connect the pair of wheels to achieve the above values.

4.2.3.3.2. Axle bearing health monitoring

4.2.3.3.2.1. Class 1 trains

The health of wheelset bearings on Class 1 trains shall be monitored by on board detection equipment.

This equipment shall be able to detect a deterioration of the wheelset bearing health, either by monitoring its temperature, or its dynamic frequencies or some other suitable wheelset bearing health condition characteristic. A maintenance requirement shall be generated by this equipment and indicate a need for operational restrictions when necessary depending on the extent of the wheelset bearing deterioration.

The detection system shall be located entirely on board and diagnosis messages shall be communicated to the driver.

Specification and assessment method for on board detection equipment are an open point

To prevent Class 1 trains triggering an incorrect alarm of trackside hot axle box detection (HABD) equipment, Class 1 trains shall have no component (other than axle boxes), or vehicle part, or commodity, that generates sufficient heat in the target area, defined in clause 4.2.3.3.2.3, that triggers an alarm. Where such a possibility exists then that component, vehicle part or commodity that has the possibility of generating an alarm shall be permanently shielded from the trackside HABD equipment.

It is permissible for Class 1 train axle boxes, by mutual agreement between all the infrastructure managers to whose lines the trains are intended to run and the railway undertaking, to interface with trackside HABD, in addition to the on board detection equipment, if all the requirements of clause 4.2.3.3.2.3 are fulfilled. As an alternative it is permissible by mutual agreement between infrastructure manager and railway undertaking to identify these trains by train identification systems and use the HABD information as agreed.

▼M1

Meta, għal vetturi b’roti indipendenti li jduru, ma tkunx possibbli l-inibizzjoni ta’ sistemi ta’ twissija foloz billi jintuża n-numru ta’ identifikazzjoni tal-ferrovija, għandha tingħata prijorità lis-sistema ta’ detezzjoni abbord jekk ikunu sorveljati l-berings kollha tar-roti.

▼B

4.2.3.3.2.2. Class 2 trains

It is not required to equip Class 2 trains with on board detection system unless their hot axle box bearings cannot be detected by the systems of trackside detection defined in TSI Control-Command Signalling TSI: 2006 Annex A Appendix 2.

Where a Class 2 train is equipped with on board detection system for wheelset bearing health monitoring equipment the requirements of clause 4.2.3.3.2.1 shall be applied.

The wheelset bearing health of Class 2 trains, that are not equipped with on board wheelset bearing health monitoring equipment, shall be able to be monitored by trackside Hot Axle Box Detector (HABD) equipment to detect abnormal wheelset bearing temperature rises, and shall meet the vehicle interface requirements set out in clause 4.2.3.3.2.3.

4.2.3.3.2.3. Hot axle box detection for Class 2 trains

4.2.3.3.2.3.1. General

The minimum area on a vehicle that shall remain clear for the observation and measurement of axle box temperatures by trackside HABD equipment, known as the target area (TA), shall comply with the requirements given in clause 4.2.3.3.2.3.3 and 4.2.3.3.2.3.4.

4.2.3.3.2.3.2. Functional requirements for the vehicle

The vehicle's axle box shall be designed such that the maximum temperature difference between the loaded zone of the bearing and the target area shall not exceed 20 °C when assessed by the methods defined in Annex 6 of EN12082:1998, Rig performance test.

A minimum of three alarm trigger levels shall apply to Class 2 trains on the axle box target area temperatures (Taxle box) as measured by the trackside HABD equipment:

(a) Warm alarm: Taxle box open point °C

(b) Hot alarm: Taxle box open point °C

(c) Difference alarm (Difference between the temperature of the right and the left bearing of a wheelset = ΔTdiff): ΔTdiff open point °C

▼M1

Bħala alternattiva għal dan ir-rekwiżit dwar il-livelli ta’ skattaturi tas-sistemi ta’ twissija, huwa permissibbli permezz ta’ ftehim reċiproku bejn il-maniġer tal-infrastruttura u l-impriża ferrovjarja sabiex jiġu identifikati l-ferroviji bis-sistemi ta’ identifikazzjoni tal-ferroviji u jintużaw livelli speċifiċi ta’ skattaturi ta’ sistemi ta’ twissija kif ikun maqbul, li jkunu differenti mil-livelli msemmija aktar ’il fuq.

▼B

4.2.3.3.2.3.3. Transverse dimensions and height above rail level of the target area

For rolling stock intended to be used on 1 435 mm track gauge the target area on the underside of an axle box, that shall remain un-obstructed to permit observation by a trackside HABD, shall occupy a minimum uninterrupted length of 50mm within a minimum transverse distance from the wheelset-centre of 1 040 mm and a maximum transverse distance from the wheelset centre of 1 120 mm at a height above the top of the rail between 260 mm and 500 mm.

4.2.3.3.2.3.4. Longitudinal dimension of the target area

The longitudinal dimension on the underside of the axle box that shall remain unobstructed to permit observation by a trackside HABD (see Figure 1) shall:

— be centred on the wheelset’s centreline,

— have a minimum length Lmin (mm) = 130mm for Class 1 trains where used

— have a minimum length Lmin (mm) =100mm for Class 2 trains

4.2.3.3.2.3.5. Limit criteria outside of the target area

To prevent unwanted activation of the trackside HABD, in the vertical plane and over a minimum longitudinal length of LE mm (= 500 mm) centred on the wheelset centreline:

(a) No component, or vehicle part, or commodity that has a temperature greater than that of the axle box (e.g. hot load, engine exhaust) shall be located within the longitudinal limit of LE mm and at a distance of less than 10 mm from either outer edge of the target area's transverse limits (as given in 4.2.3.3.2.3.3) unless it is shielded from observation by the trackside HABD.

(b) No component, vehicle part or commodity that has the potential to increase the temperature of a component or part that lies within the longitudinal limit of LE mm and the target area transverse limits to a temperature above that of the wheelset-box (e.g. engine exhaust), shall be located at a distance of less than 100 mm from either outer edge of the target area's transverse limits (as shown in 4.2.3.3.2.3.3) unless it is shielded and prevented from causing an increase in temperature of any part within that area.

4.2.3.3.2.3.6. Emissivity

In order to maximise the emissivity of the observed target area surface and to limit stray radiation from the axle box, the underside surfaces of the axle box and its immediate environment shall be designed to have a matt finish and be painted with dark paint of a matt finish. The paint used shall be to a specification of a maximum 5 % specular reflection in its new state (as defined in clause 3.1 of EN ISO 2813:1999) and be appropriate for the axle box surfaces to which it is applied.

4.2.3.4. Rolling stock dynamic behaviour

4.2.3.4.1. General

The dynamic behaviour of a vehicle has a strong influence on safety against derailment, running safety and track loading. The vehicle dynamic behaviour is mainly determined by:

— the maximum speed

— the maximum designed cant deficiency for the rolling stock

— wheel/rail contact parameters (wheel and rail profile, track gauge)

— mass and inertia of the car body, bogies and wheelsets

— suspension characteristic of the vehicles

— track irregularities

In order to ensure safety against derailment and running safety, as well as to avoid overloading of the track, an acceptance procedure test shall be carried out for vehicles which:

— are newly developed,

— have had relevant design modifications that could affect safety against derailment, running safety or track loading — or

— have had changes in their operating regimes that could affect safety against derailment, running safety or track loading.

The acceptance procedure tests for safety against derailment, running safety and track loading shall be carried out in accordance with the relevant requirements in EN14363:2005 The parameters described in 4.2.3.4.2 and 4.2.3.4.3, below, shall be assessed (using the normal or simplified method as permitted in EN14363:2005 Clause 5.2.2). More details about these parameters are given in EN14363:2005.

The EN14363 takes account of the present state of the art. However the requirements are not always achievable in the following areas:

— track geometric quality

— combinations of speed, curvature, cant deficiency.

These requirements remain as open points within this TSI.

The tests shall be carried out under a range of conditions of speed, cant deficiency, track quality and curve radius appropriate for the application of the vehicle.

The track geometric quality for the tests shall be representative of the service routes and shall be included in the test report. The methodology of EN14363 Annex C shall be used with the specified QN1 and QN2 values taken as guidance. However they do not represent the range of geometric quality that may occur.

Some aspects of EN14363 are also not consistent with the requirements of the HS RST TSI:

— contact geometry

— oading conditions.

In accordance with EN14363:2005 it is permitted to deviate from the requirements laid down in this clause 4.2.3.4 where evidence can be provided that safety is equivalent to that achieved by complying with these requirements.

4.2.3.4.2. Limit values for running safety

EN14363:2005 (Clauses 4.1.3, 5.5.1, 5.5.2 and appropriate sections of clauses 5.3.2, 5.5.3, 5.5.4, 5.5.5 and 5.6) contains definitions of the frequency content, measuring methods and conditions for the parameters specified in sections a), b) and c) below.

(a) Transverse track forces: Rolling stock shall comply with the PRUD’HOMME criteria for the maximum transverse force ΣY defined as follows: , where ΣY is the sum of the guiding forces of a wheelset and P0 is the static load on the axle in kN defined in clause 4.2.3.2. The result of this formula defines the limit of wheel/rail adhesion between the sleeper and the ballast under the influence of transverse dynamic forces.

(b) Quotient of the transverse and vertical forces of a wheel in normal operating conditions (for a Curve Radius R ≥ 250 m): The ratio of transverse to vertical force(Y/Q) of a wheel shall not exceed the limit where Y is the lateral guiding force of a wheel exerted on the rail measured in a wheelset based reference frame and Q is the vertical force of the wheel on the rail measured in the same reference frame.

(c) Quotient of the transverse and vertical forces of a wheel on twisted track (For a Curve Radius R< 250m). The ratio of transverse to vertical force (Y/Q) of a wheel shall not exceed the limit . with the flange angle γ. Note: If the flange angle γ is 70 degrees the limit value (Y/Q)lim = 1,2. This limit characterises the ability of the rolling stock to run on twisted track.

(d) Instability criterion Definition: On straight track or large radius curves a wheelset is running in an unstable manner if the periodic lateral movement of the wheelset exhausts the clearance between the wheel flanges and the gauge corner of the rails. In unstable motion this lateral movement is exerted over several cycles and is strongly dependent on: — Speed — and — Equivalent conicity (defined in clause 4.2.3.4.6) where relevant (see clause 4.2.3.4.10); and causes excessive lateral vibrations. (d1) The rms value of the sum of the guiding forces used in the acceptance testing shall not exceed the limit ΣYrms,lim = ΣYmax,lim/2 where ΣYmax,lim is defined in section a) of this clause. This limit characterises the ability of the rolling stock to run in a stable manner (rms = root mean square) (d2) The criteria for the activation of an on board instability alarm shall follow either: — the requirements of clause 5.3.2.2 and clause 5.5.2 of EN14363:2005 for simplified acceleration measurement method or — indicate instability characterised by a maintained lateral oscillation (more than 10 cycles) generating accelerations of the bogie frame above the centreline of the wheelset greater than 0,8g peak value, with a frequency between 3 and 9 Hz.

4.2.3.4.3. Track loading limit values

The frequency content, measuring methods and conditions for the parameters specified in sections a), c) and d) below are defined in EN14363:2005 (Clauses 5.5.1, 5.5.2 and appropriate sections of clauses 5.3.2, 5.5.3, 5.5.4, 5.5.5 and 5.6).

(a) Vertical dynamic wheel load The maximum vertical force exerted by the wheels on the rails (dynamic wheel load, Q) shall not be more than the value given in Table 2 for the speed range of the vehicle:



Table 2 Dynamic wheel load V (km/h) Q (kN) 190 < V ≤ 250 180 250 < V ≤ 300 170 V > 300 160

(b) Longitudinal load In order to limit the longitudinal forces exerted on the track by the rolling stock the maximum acceleration or deceleration shall be less than 2,5 m/s2. Braking systems which dissipate kinetic energy through heating the rail shall not create braking forces of more than: case 1: 360 kN per train in the case of emergency braking, każ 2: għal każijiet ta’ bbrejkjar oħrajn, bħal ibbrejkjar normali tas-servizz għat-tnaqqis tal-veloċità jew ibbrejkjar mhux ripetittiv għal waqfa, jew ibbrejkjar ripetittiv għal kontroll tal-veloċità, l-użu tal-brejk u l-forza tal-ibbrejkjar massima permessa għandhom jiġu determinati mill-maniġer tal-infrastruttura għal kull linja kkonċernata. Kwalunkwe limitazzjoni fuq il-forza tal-ibbrejkjar definita fil-Klawżola 4.2.4.5 għandha tiġi ġustifikata u kkunsidrata fir-regoli operazzjonali.

(c) Quasi static guiding force Yqst Limitation of the quasi static guiding force Yqst is to avoid excessive wear of rails in curves. National rules apply (see Annex L)

(d) Quasi static wheel force Qqst In order to limit the vertical forces in curves at cant deficiency and cant excess the quasi static vertical wheel force shall be less than Qqst,lim = 145 kN.

4.2.3.4.4. Wheel/rail interface

The wheel-rail interface is fundamental for safety against derailment and for explaining the dynamic running behaviour of a railway vehicle. The wheel profile shall meet the following requirements:

(a) The flange angle (see Annex M) is at least 67 degrees

(b) The taper angle (see Annex M) is between 3,7 and 8,5 degrees (6,5 % to 15 %).

(c) The equivalent conicity is in the limits set out in Sections 4.2.3.4.6 to 4.2.3.4.8.

4.2.3.4.5. Design for vehicle stability

Vehicles shall be designed to be stable on track meeting the requirements of the High-Speed Infrastructure TSI 2006 at the maximum vehicle design speed plus 10 %. Unstable running is defined in clause 4.2.3.4.2 (d).

Rolling stock designed for higher speeds shall still be stable when running on lines designed for lower speeds. For example, rolling stock designed for speeds >250 km/h shall still be stable when running on lines designed for speeds of the order of 200 km/h or less.

▼M1

Għandha tiġi speċifikata u ċertifikata l-medda ta’ valuri ta’ veloċità u koniċità li għalihom hija mfassla l-vettura sabiex tkun stabbli.

▼B

If stability is dependent on the use of devices, which are not fail-safe, an on board instability alarm shall be fitted on trains with a speed that exceeds 220 km/h. The detection of instability shall be based on acceleration measurements taken on the bogie frame. This alarm shall advise the driver to reduce speed in the event of instability. The criteria for activation of this alarm shall be as defined in clause 4.2.3.4.2 d2.

4.2.3.4.6. Definition of equivalent conicity

Equivalent conicity is the tangent of the cone angle of a wheelset with coned wheels whose lateral movement has the same kinematic wavelength as the given wheelset on straight track and large-radius curves.

The limiting values for equivalent conicity quoted in the tables below shall be calculated for the amplitude (y) of the wheelset’s lateral displacement







— y = 3 mm, if (TG – SR) ≥ 7 mm — , if 5 mm ≤ (TG – SR) < 7 mm — y = 2 mm, if (TG – SR) < 5 mm

where TG is the track gauge and SR is the distance between the active faces of the wheelset.

4.2.3.4.7. Design values for wheel profiles

Wheel profiles and the distance between active faces of the wheels (Dimension SR in Annex M) shall be selected to ensure that the equivalent conicity limits set out in Table 3 are not exceeded when the designed wheelset is modelled passing over the representative sample of track test conditions (simulated by calculation) specified in Table 4.







Table 3 Equivalent conicity design limit values Maximum vehicle operating speed (km/h) Equivalent conicity limit values Test conditions (see Table 4) ≥ 190 and ≤ 230 0,25 1, 2, 3, 4, 5 and 6 > 230 and ≤ 280 0.20 1, 2, 3, 4, 5 and 6 > 280 and ≤ 300 0,10 1, 3, 5 and 6 > 300 0,10 1 and 3







Table 4 Modelling track test conditions for equivalent conicity Test condition No. Rail head profile Rail inclination Track gauge 1 rail section 60 E 1 defined in EN 13674-1:2003 1 in 20 1 435 mm 2 rail section 60 E 1 defined in EN 1