FrancophonIA/DGT-Translation_Memory huggingface dataset:
English: Passenger carriages (including coaches, vans, car carriers), other vehicles, locomotives, power heads, diesel and electric multiple units, power units and railcars are defined in the RST TSI. Light freight wagons are defined as vans except that they are permitted to be conveyed in formations which are not intended to convey passengers.
Estonian: Reisijateveo vagunid (kaasa arvatud reisivagunid, poolvagunid, autovagunid), muu veerem, vedurid, veomasinad, diisel- ja elektrilised multimoodulid, jõumoodulid ning mootorvagunid on määratletud veeremi KTKga.Kergkaubavagunid määratletakse poolvagunitena mööndusega, et neid võib kasutada vaid reisijateveoks mitte ettenähtud rongide koosseisudes.
Maltese: Il-Vaguni għall-Passiġġieri (inklużi l-Vaguni, il-Vaguni Magħluqa għat-Tagħbija u t-Trasportaturi tal-Karozzi), il-Vetturi l-Oħrajn, il-Lokomotivi, il-Power Heads, l-Unitajiet Multipli, l-Unitajiet tal-Enerġija u l-Vaguni Ferrovjarji Elettriċi jew Diżil huma ddefiniti fis-STI RST.
English: The sum of dynamic forces exerted by a wheelset on the track in lateral direction. Earthworks/Erdbauwerke/Ouvrages en terre 4.2.8.2, 4.2.8.4
Estonian: Rattapaari poolt rööbasteele külgsuunas avalduvate dünaamiliste jõudude summa.
English: Soil structures and soil-retaining structures that are subject to railway traffic loading. EN line category/EN Streckenklasse/EN Catégorie de ligne
Swedish: Summan av dynamiska krafter som utövas av ett hjulpar på spåret i sidledes riktning.
Estonian: Rööbastee mulle/Earthworks/Erdbauwerke/Ouvrages en terre
English: Rail applications — Track — Track alignment design parameters — Track gauges 1435 mm and wider — Part 2: Switches and crossings and comparable alignment design situations with abrupt changes of curvature (with Amendment A1:2009)
Estonian: 1435 mm ja laiema rööpmelaiusega rööbastee projekteerimine – Osa 2: Pöörmed, ristmed ja nendega sarnaneva geomeetriaga järsult muutuva raadiusega kõverike projekteerimisolukorrad.
English: the conformity of the subsystem has been checked against the requirements of Chapter 4 and in relation to Chapters 6.2 to 7 (except 7.6. ‘Specific cases’) of this TSI by the notified body. Furthermore the conformity of the ICs to Chapter 5 and 6.1 does not apply, and
Finnish: ilmoitettu laitos on tarkastanut osajärjestelmän vaatimustenmukaisuuden tämän YTE:n 4 luvun vaatimukset huomioon ottaen ja suhteessa YTE:n 6.2–7 kohtiin (lukuun ottamatta 7.6 kohtaa ”Erityistapaukset”); yhteentoimivuuden osatekijöiden vaatimustenmukaisuutta 5 luvun ja 6.1 kohdan vaatimusten kanssa ei sovelleta
Slovak: zhodu subsystému skontroloval notifikovaný orgán vo vzťahu k požiadavkám kapitoly 4 a kapitol 6.2 až 7 (s výnimkou oddielu 7.6 „Špecifické prípady“) tejto TSI; zhoda komponentov interoperability s kapitolami 5 a 6.1 sa neuplatňuje a
English: Resistance of existing bridges and earthworks to traffic loads (4.2.8.4) n.a. n.a. 6.2.4.9
Finnish: Vanhojen siltojen ja maarakenteiden kuormitettavuus liikenteen kuormitusta vastaan (4.2.8.4)
English: See SRT See SRT
Finnish: Ks. rautatietunneleiden turvallisuutta koskeva YTE
Polish: Zob. TSI „Bezpieczeństwo w tunelach kolejowych”
English: X n.a. n.a. n.a.
French: Dureté du rail
English: X -------------------------------------------------- ANNEX B
French: Les caractéristiques du sous-système à évaluer au cours des différentes phases de conception, de construction et d’exploitation sont marquées d’une croix (X) dans le tableau 21.
English: ASSESSMENT OF THE INFRASTRUCTURE SUBSYSTEM The characteristics of the subsystem to be assessed in the different phases of design, construction and operation are marked by ‘X’ in Table 21.
French: Lorsqu’une évaluation par un organisme notifié n’est pas exigée, ceci est indiqué par «n.d.» dans le tableau.
English: This does not prevent the need for other assessments to be performed in the framework of other phases. Definition of assessment phases:
French: Définition des phases d’évaluation:
English: V-M New other TEN line (VI)
Hungarian: V-M
English: VI-P
Hungarian: Más új TEN-vonal (VI)
Lithuanian: VI–P
English: VI-F
Portuguese: VI-M
Hungarian: VI-P
Lithuanian: VI–F
English: The load models shall be multiplied by the factor alpha (α) as set out in EN 1991-2:2003 paragraphs 6.3.2 (3)P and 6.3.3 (5)P. (3) The value of alpha (α) shall be equal to or greater than the values set out in Table 6.
Hungarian: A terhelési modelleket meg kell szorozni az EN 1991-2:2003 szabvány 6.3.2. pontjának (3)P bekezdésében és 6.3.3. pontjának (5)P bekezdésében megállapított alfa (α) tényezővel.
English: This does not prevent the need for other assessments to be performed in the framework of other phases. Definition of assessment phases: (1)
Hungarian: Ez nem zárja ki, hogy más fázisok esetében egyéb értékelések elvégzése is szükséges lehet.
English: ‘Design review’ it includes checking of correctness of values/parameters against applicable TSI requirements.
Swedish: Konstruktionskontroll innefattar kontroll av att värdena/parametrarna stämmer överens med tillämpliga TSD-krav.
Slovak: Preskúmanie konštrukčného riešenia zahŕňa kontrolu správnosti hodnôt/parametrov podľa platných požiadaviek TSI.
Hungarian: Az értékelési fázisok meghatározása:
English: checking on site that the actual product complies with the relevant design parameters just before putting it into operation. Column 3 gives references to Section 6.2.4 ‘Particular assessment procedures for subsystem’.
Hungarian: az értékek, illetve a paraméterek helyességének ellenőrzése az ÁME vonatkozó követelményeihez képest.
English: Assessment of the infrastructure subsystem for the EC verification of conformity Characteristics to be assessed
Hungarian: „Összeszerelve, üzembe helyezés előtt”
English: New line or upgrading/renewal project Particular assessment procedures Design review Assembly before putting into service 1 2 3 Structure gauge (4.2.4.1) X X
Hungarian: helyszíni ellenőrzés közvetlenül az üzembe helyezés előtt arra vonatkozóan, hogy a tényleges termék megfelel-e a vonatkozó tervezési paramétereknek.
English: Cant deficiency (4.2.5.4) X
Hungarian: Túlemelés változási sebessége (4.2.5.3)
English: Resistance of existing bridges and earthworks to traffic loads (4.2.8.4) n.a. n.a.
Hungarian: Meglévő hidak és alépítmények forgalmi terheléssel szembeni ellenállása (4.2.8.4.)
English: Determination of immediate action, intervention and alert limits (4.2.9.1) n.a. n.a.
Hungarian: n.a.
English: Refuelling (4.2.13.5) n.a.
Hungarian: Üzemanyag-feltöltés (4.2.13.5.)
English: EN 1990:2002/A1
Swedish: EN 1990:2002/ A1
Slovak: EN 1990:2002/A1 Eurokód.
Hungarian: EN 1990:2002/A1 Eurocode.
English: The limiting values set out in the present TSI are not intended to be imposed as usual design values. However the design values must be within the limits set out in this TSI.
Italian: Non si intende imporre i valori limite stabiliti nella presente STI come valori usuali per la progettazione; tuttavia, i valori di progettazione devono rientrare nei limiti stabiliti dalla presente STI.
English: track twist — isolated defects — zero to peak value subject to the immediate action limits set out in the Section 4.2.9.2, (f) variation of track gauge — isolated defects — nominal track gauge to peak value subject to the immediate action limits set out in the Section 4.2.9.3,
Italian: sghembo del binario — difetti isolati — da zero a valori di picco, fermi restando i limiti di azione immediata stabiliti nella sezione 4.2.9.2
English: Structure gauge (4.2.4.1) P cases
Italian: Sagoma (4.2.4.1)
English: In-service geometry of switches and crossings (4.2.6.2) P cases
Italian: Geometria in servizio dei dispositivi di armamento (4.2.6.2)
English: Passenger carriages (including coaches, vans and car carriers) [1] and light freight wagons [1] [2] Freight wagons other vehicles
Italian: Unità multiple, mezzi di trazione ed elettromotrici elettrici o diesel [1] [2]
English: Locomotives and power heads [1] [3] [4] Electric or diesel multiple units, power units and railcars [1] [2] IV-P
Italian: IV-P
English: Design value/Planungswert/Valeur de conception 4.2.4.4, 4.2.5.2, 4.2.5.4.2, 4.2.5.5.1, 4.2.5.7.2, 4.2.9.4, 4.2.6.2, 4.2.6.3
Italian: Valore teorico senza tolleranze di fabbricazione, costruzione o manutenzione.
English: Theoretical value without manufacturing, construction or maintenance tolerances. Distance between track centres/Gleisabstand/Entraxe de voies
Italian: Distance between track centres/Gleisabstand/Entraxe de voies/Interasse dei binari
English: IV-P
Lithuanian: IV–P
English: IV-F
Portuguese: IV-M
Lithuanian: IV–F
Maltese: + IV-F
English: V-P
Lithuanian: V–P
English: V-F
Portuguese: V-M
Lithuanian: V–F
English: VII-P
Slovak: Modernizovaná iná trať TEN (VII)
Lithuanian: VII–P
English: VII-F
Portuguese: VII-M
Slovak: VII-P
Lithuanian: VII–F
English: VII-F, VII-M
Portuguese: VII-M, VII-Mi
Lithuanian: VII–F, VII–M
English: related to the following elements: i. requirements for controlling equivalent conicity in service,
Lithuanian: eksploatuojamos infrastruktūros rato ir bėgio sąveikos tiesiosiose ir didelio spindulio kreivėse kontrolės reikalavimais,
English: Height of platforms 1.1.1, 2.1.1-§3 1.5-§1
Maltese: Id-distanza qasira meqjusa vertikalment lil hinn mil-linja ewlenija tat-tiqjis tal-pjattaformi
English: On the UK network for Northern Ireland the particular features of the Irish network as specified in Section 7.6.4 of this TSI shall be applied. [1] OJ L 330, 5.12.1998, p. 32.
Maltese: Fin-netwerk tar-Renju Unit għall-Irlanda ta’ Fuq, għandhom jiġu applikati l-karatteristiċi partikolari tan-netwerk Irlandiż kif ġew speċifikati fit-Taqsima 7.6.4 ta’ din is-STI.
English: Annex I (1.1) to the Directive recognises that the conventional rail network may be subdivided into different categories. In order to deliver interoperability cost-effectively this TSI defines ‘TSI categories of line’.
Dutch: bijlage I, punt 1.1, voorziet in de indeling van het conventionele spoorwegnet in verschillende categorieën Met het oog op een kosteneffectieve interoperabiliteit worden in deze TSI „TSI-lijncategorieën” gedefinieerd.
English: y = 3 mm
Dutch: y = 3 mm,
English: The compatibility (or otherwise) of the design of track adopted with the use of braking systems independent of wheel-rail adhesion conditions for service braking and for emergency braking shall be published in the Register of Infrastructure. Braking systems independent of wheel-rail adhesion conditions include magnetic track brakes and eddy current track brakes.
Dutch: In het infrastructuurregister wordt vermeld of het gekozen spoorontwerp al dan niet geschikt is voor het gebruik van remsystemen die voor bedrijfs- en noodremmingen niet afhankelijk zijn van de adhesie tussen wiel en spoorstaaf, zoals magnetische remmen en wervelstroomremmen.
English: Test method. Immediate action limit/Soforteingriffsschwelle/Limite d’intervention immédiate
Dutch: Grenswaarde voor onmiddellijke actie/Immediate Action Limit/Soforteingriffsschwelle/Limite d’intervention immédiate
Romanian: Immediate Action Limit/Soforteingriffsschwelle/Limite d’intervention immédiate/Limita de intervenție imediată
English: The published information relating to gauge shall state which of the gauges GA, GB or GC is provided. Additionally the published information shall include other gauges defined in EN 15273:2009 Annex D that are provided for multi-national agreements.
Portuguese: Os dados publicados relativos aos gabaritos devem indicar qual dos gabaritos, GA, GB ou GC, é admitido, bem como os outros gabaritos definidos na EN 15273:2009, anexo D, aceites para o tráfego abrangido por acordos plurinacionais.
English: The Register of Infrastructure shall record if such special conditions apply. The special conditions shall be publically available.
Portuguese: A aplicação de condições especiais deve ser declarada no registo da infra-estrutura e estas condições devem ser publicamente disponibilizadas.
English: The following specific cases may be applied on particular networks. These specific cases are classified as:
Portuguese: São autorizados em determinadas redes os casos específicos a seguir descritos, classificados como segue:
English: The requirements for structures are compatible with up to two adjacent coupled locomotives and/or power heads. The requirements for structures are compatible with a maximum speed of 75 miles per hour for three or more adjacent coupled locomotives and/or power heads (or a train of locomotives and/or power heads) subject to the locomotives and/or power heads satisfying the corresponding limits for freight wagons.
Portuguese: Os requisitos aplicáveis às estruturas são compatíveis com duas locomotivas e/ou cabeças motoras acopladas contiguamente, bem como, à velocidade máxima de 75 milhas/h, com três ou mais locomotivas e/ou cabeças motoras acopladas contiguamente (ou uma formação de locomotivas e/ou cabeças motoras), sob reserva de as locomotivas e/ou cabeças motoras satisfazerem os limites correspondentes aos vagões.
English: The requirements for structures are compatible with up to two adjacent coupled locomotives and/or power heads. The requirements for structures are compatible with a maximum speed of 120 km/h for three or more adjacent coupled locomotives and/or power heads (or a train of locomotives and/or power heads) subject to the locomotives and/or power heads satisfying the corresponding limits for freight wagons.
Portuguese: Os requisitos aplicáveis às estruturas são compatíveis com duas locomotivas e/ou cabeças motoras acopladas contiguamente, bem como, à velocidade máxima de 120 km/h, com três ou mais locomotivas e/ou cabeças motoras acopladas contiguamente (ou uma formação de locomotivas e/ou cabeças motoras), sob reserva de as locomotivas e/ou cabeças motoras satisfazerem os limites correspondentes aos vagões.
English: Distance between track centres/Gleisabstand/Entraxe de voies 4.2.4.2
Portuguese: Valor teórico sem tolerância de fabrico, de construção ou de manutenção.
Swedish: Drift vid en oförutsedd händelse som hindrar normalt tillhandahållande av tågtjänster.
English: The distance between points of the centre lines of the two tracks under consideration, measured parallel to the running surface of the reference track namely the less canted track. Diverging track/Zweiggleis/Voie déviée
Portuguese: Distance between track centres/Gleisabstand/Entraxe de voies/Entre-eixos das vias
English: In the context of switches and crossings, a route which diverges from the through route. Dynamic lateral force/Dynamische Querkraft/Effort dynamique transversal 4.2.7.3
Portuguese: Distância entre pontos do eixo de duas vias contíguas, medida paralelamente ao plano de rolamento da via de referência, ou seja, a que tem a escala menor.
Swedish: Värde som mäts när infrastrukturen har tagits i drift.
English: The sum of dynamic forces exerted by a wheelset on the track in lateral direction. Earthworks/Erdbauwerke/Ouvrages en terre
Portuguese: Diverging track/Zweiggleis/Voie déviée/Via desviada
Swedish: Dynamisk sidokraft/Dynamic lateral force/Dynamische Querkraft/Effort dynamique transversal
English: EN line category/EN Streckenklasse/EN Catégorie de ligne 4.2.2, 4.2.8.4, 7.5, Annex E
Portuguese: Dynamic lateral force/Dynamische Querkraft/Effort dynamique transversal/Força dinâmica transversal
English: Dimension between the working face of the crossing check rail or wing rail and the gauge face of the running rail opposite across the gauge measured at entry to check rail or wing rail respectively. (see dimensions No 4 on Figure 5 below).
Portuguese: Distância entre o carril de rolamento e o contracarril ou a pata de lebre adjacente (ver dimensão 5 na figura 5).
English: The entry to the check rail or wing rail is the point at which the wheel is permitted to contact the check rail or wing rail. Free wheel passage at crossing nose/Freier Raddurchlauf im Bereich der Herzspitze/Cote de libre passage dans le croisement
Portuguese: Free wheel passage at check rail/wing rail entry/Freier Raddurchlauf im Radlenker-Einlauf/Flügelschienen-Einlauf/Côte d’équilibrage du contre-rail/Cota de equilíbrio do contracarril/da pata de lebre
English: the EC will deliver to “the Article 21 Committee”, at the latest seven years after the date of entry into force of this TSI, a report and, if needed, a proposal for revising this TSI about following issues: 5. the inclusion of infrastructure into the scope of the Noise TSI in coordination with the TSI Infrastructure;’
Slovak: V každom prípade doručí ES podľa článku 21 najneskôr do 7 rokov po nadobudnutí účinnosti tejto technickej špecifikácie pre interoperabilitu výboru správu, a ak to bude potrebné, návrh revízie tejto technickej špecifikácie pre interoperabilitu v týchto otázkach:
English: Cant deficiency 1.1.1 1.5-§1
Slovak: Nedostatok prevýšenia
English: VI-M Upgraded other TEN line (VII)
Slovak: VI-M
English: The immediate action limit for variation of track gauge All TSI categories of line
Slovak: Hranica okamžitej akcie pre zmenu rozchodu koľaje
English: ‘Assembly before putting into service’ checking on site that the actual product complies with the relevant design parameters just before putting it into operation.
Swedish: Montering före ibruktagande kontroll på fältet av att den verkliga produkten överensstämmer med relevanta konstruktionsparametrar just innan den tas i bruk.
Slovak: Zostavenie pred uvedením do prevádzky kontrola na mieste, či daný výrobok spĺňa príslušné parametre konštrukčného riešenia ešte pred uvedením do prevádzky.
English: Reference conventional rail energy TSI Gauges
Slovenian: Sklic na TSI za energijo železniškega sistema za konvencionalne hitrosti
English: Events that affect the normal operation of a line may occur. The operational rules for dealing with such events are set out in the CR Traffic Operation and Management TSI.
Slovenian: Če se pojavijo dogodki, ki vplivajo na normalno obratovanje proge, potem obratovalna pravila za obravnavanje takih dogodkov določa TSI za vodenje in upravljanje prometa CR.
English: Defines the space in relation to the reference track that shall be cleared of all objects or structures and of the traffic on the adjacent tracks, in order to allow safe operation on the reference track. It is defined on the basis of the reference contour by application of the associated rules.
Slovenian: Opredeljuje omejen prostor v zvezi z referenčnim tirom in v katerega ne smejo segati deli proge ali drugi predmeti niti vplivati promet sosednjega tira s čimer se zagotovi varno obratovanje na referenčnem tiru.. Referenčni profil se določi z uporabo ustreznih pravil
English: Resistance of existing bridges and earthworks to traffic loads (4.2.8.4) n.a.
Swedish: Befintliga broars och markarbetens förmåga att motstå belastningar från trafiken (4.2.8.4)
English: Determination of immediate action, intervention and alert limits (4.2.9.1) n.a. n.a. 6.2.4.5
Swedish: Ej tillämpligt
English: Table 25 Terms
Swedish: Tabell 25
English: TSI section Definition
Swedish: Definitioner
English: Actual point (RP)/Praktischer Herzpunkt/Pointe de cœur 4.2.6.2
Swedish: TSD-avsnitt
English: See Figure 2, which shows the relationship between the actual point (RP) and the intersection point (IP). Alert limit/Auslösewert/Limite d’alerte
Swedish: Användbar plattformslängd/Usable length of a platform/Bahnsteignutzlänge/Longueur utile de quai
English: Axle load/Achsfahrmasse/Charge à l’essieu 4.2.2, 4.2.7.1
Swedish: I denna längd ska inrymmas stopptoleranser för tåget.
English: Sum of the static vertical wheel forces exerted on the track through a wheelset or a pair of independent wheels divided by acceleration of gravity. Cant/Überhöhung/Dévers de la voie 4.2.5.2 4.2.5.3 4.2.9.4
Swedish: Normala driftsförhållanden innebär att järnvägen fungerar utan nedsättning av funktionerna (t.ex. rälens adhesion är normal, signaler fungerar, allt fungerar enligt planerna).
English: Difference in height, relative to the horizontal, of the two rails of one track at a particular location, measured at the centrelines of the heads of the rails. Cant deficiency/Überhöhungsfehlbetrag/Insuffisance de devers
Swedish: Avrundning av korsningsspets/Point retraction/Spitzenbeihobelung/Dénivelation de la pointe de coeur
English: Difference between the applied cant and a higher equilibrium cant. Common crossing/Starres Herzstück/Cœur de croisement 4.2.6.2
Swedish: Referenslinjen i en fast korsning kan avvika från den teoretiska referenslinjen.
English: Arrangement ensuring intersection of two opposite running edges of turnouts or diamond crossings and having one crossing vee and two wing rails. Core TEN line/TEN Strecke des Kernnetzes/Ligne du RTE déclarée corridor 4.2.1, 7.2, 7.3
Swedish: Från ett visst avstånd till övergångsstället kan referenslinjen i V-formationen, beroende på utformningen, fällas in från denna teoretiska linje bort från hjulets fläns och därmed undvika kontakt mellan båda elementen.
English: Operation resulting from an unplanned event that prevents the normal delivery of train services. Design value/Planungswert/Valeur de conception
Swedish: Summan av de statiska vertikala krafterna som hjulen utsätter spåret för genom ett hjulpar eller ett par oberoende hjul dividerad med tyngdaccelerationen.
English: It represents the ability of the infrastructure to withstand the vertical loads imposed by vehicles on the line or section of line for regular service. Equivalent conicity/Äquivalente Konizität/Conicité équivalente 4.2.5.5
Swedish: Konlutningen för ett hjulpar med koniska hjul vars laterala rörelse har samma kinematiska våglängd som det givna hjulparet på rakspår och kurvor med stor radie.
English: Free wheel passage in switches/Freier Raddurchlauf im Bereich der Zungenvorrichtung/Côte de libre passage de l’aiguillage 4.2.6.2 (a)
Swedish: Fria rummet/Structure gauge/Lichtraum/Gabarit des obstacles
English: As defined in Article 2(h) of Directive 2001/14/EC of the European Parliament and of the Council of 26 February 2001 on the allocation of railway infrastructure capacity and the levying of charges for the use of railway infrastructure and safety certification (OJ L 75, 15.3.2001, p. 29). In-service value/Wert im Betriebszustand/Valeur en exploitation 4.2.5.5.2 4.2.6.2 4.2.9.4
Swedish: Enligt definitionen i artikel 2 h i Europaparlamentets och rådets direktiv 2001/14/EG av den 26 februari 2001 om tilldelning av infrastrukturkapacitet, uttag av avgifter för utnyttjande av järnvägsinfrastruktur och utfärdande av säkerhetsintyg (EGT L 75, 15.3.2001, s. 29)
English: Value measured at any time after the infrastructure has been placed into service. Intersection point (IP)/Theoretischer Herzpunkt/Point d’intersection théorique
Swedish: Linjehastighet/Line speed/Streckengeschwindigkeit/Vitesse de la ligne
English: Theoretical intersection point of the running edges at the centre of the crossing (see Figure 2). Intervention limit/Eingriffsschwelle/Valeur d’intervention 4.2.9.1
Swedish: Högsta hastighet för vilken en linje har konstruerats.
English: The value, which, if exceeded, requires corrective maintenance in order that the immediate action limit shall not be reached before the next inspection; Isolated defect/Einzelfehler/Défaut isolé 4.2.9.1 4.2.9.2
Swedish: Markarbeten/Earthworks/Erdbauwerke/Ouvrages en terre
English: Maximum speed for which a line has been designed. Maintenance file/Instandhaltungsdossier/Dossier de maintenance 4.5.1
Swedish: Jordens struktur och strukturer för jordens bevarande som är föremål för järnvägstrafikens belastning.
English: Elements of the technical file relating to conditions and limits of use and instructions for maintenance. Maintenance plan/Instandhaltungsplan/Plan de maintenance
Swedish: Matematisk korsningsspets (MKS)/Intersection point (IP)/Theoretischer Herzpunkt/Point d’intersection théorique
English: A series of documents setting out the infrastructure maintenance procedures adopted by an infrastructure manager. Main tracks/Hauptgleise/Voies principales 4.2.4.3 Tracks used for running trains in service.
Swedish: Korsningspunkt för de teoretiska referenslinjerna i mitten av korsningen (se figur 2).
English: The term excludes sidings, depots, stabling tracks and connecting lines. Multi-rail track/Mehrschienengleis/Voie à multi écartement
Swedish: Mellanläggsplatta/Rail pad/Schienenzwischenlage/Semelle sous rail