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Commission Regulation (EU) No 1299/2014 of 18 November 2014 on the technical specifications for interoperability relating to the ‘infrastructure’ subsystem of the rail system in the European Union (Text with EEA relevance) (revoked)

EU Regulation No 1299/2014 · Adopted 18 November 2014 · Extends to United Kingdom

Original text. legislation.gov.uk does not revise this item, so later amendments are not shown here. Changes made to it are listed under each provision when known.

Commission Regulation (EU) No 1299/2014

of 18 November 2014

on the technical specifications for interoperability relating to the ‘infrastructure’ subsystem of the rail system in the European Union

(Text with EEA relevance) (revoked)

F1. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

Annotations to the whole text

Textual amendments

F1

Regulation revoked (31.12.2020) by The Railways (Interoperability) (Miscellaneous Amendments and Revocations) (EU Exit) Regulations 2020 (S.I. 2020/318), reg. 1(2)(c), Sch. 2

Contents

  1. 1Subject matter Repealed
  2. 2Scope Repealed
  3. 3Open points Repealed
  4. 4Specific cases Repealed
  5. 5Notification of bilateral agreements Repealed
  6. 6Projects at an advanced stage of development Repealed
  7. 7‘EC’ certificate of verification Repealed
  8. 8Conformity assessment Repealed
  9. 9Implementation Repealed
  10. 10Innovative solutions Repealed
  11. 11Repeal Repealed
  12. 12Entry into force Repealed
  13. Signature
  14. Annex Repealed
  15. 1INTRODUCTION Repealed
  16. 1.1Technical Scope Repealed
  17. 1.2Geographical Scope Repealed
  18. 1.3Content of this TSI Repealed
  19. 2DEFINITION AND SCOPE OF SUBSYSTEM Repealed
  20. 2.1Definition of the infrastructure subsystem Repealed
  21. 2.2Interfaces of this TSI with other TSIs Repealed
  22. 2.3Interfaces of this TSI with the Persons with Reduced Mobility TSI Repealed
  23. 2.4Interfaces of this TSI with the Safety in Railway Tunnels TSI Repealed
  24. 2.5Relation to the safety management system Repealed
  25. 3ESSENTIAL REQUIREMENTS Repealed
  26. 4DESCRIPTION OF THE INFRASTRUCTURE SUBSYSTEM Repealed
  27. 4.1Introduction Repealed
  28. 4.2Functional and technical specifications of the infrastructure subsystem Repealed
  29. 4.2.1TSI Categories of Line Repealed
  30. 4.2.2Basic parameters characterising the infrastructure subsystem Repealed
  31. 4.2.2.1List of Basic Parameters Repealed
  32. 4.2.2.2Requirements for Basic Parameters Repealed
  33. 4.2.3Line layout Repealed
  34. 4.2.3.1Structure gauge Repealed
  35. 4.2.3.2Distance between track centres Repealed
  36. 4.2.3.3Maximum gradients Repealed
  37. 4.2.3.4Minimum radius of horizontal curve Repealed
  38. 4.2.3.5Minimum radius of vertical curve Repealed
  39. 4.2.4Track parameters Repealed
  40. 4.2.4.1Nominal track gauge Repealed
  41. 4.2.4.2Cant Repealed
  42. 4.2.4.3Cant deficiency Repealed
  43. 4.2.4.4Abrupt change of cant deficiency Repealed
  44. 4.2.4.5Equivalent conicity Repealed
  45. 4.2.4.6Railhead profile for plain line Repealed
  46. 4.2.4.7Rail inclination Repealed
  47. 4.2.4.7.1Plain line Repealed
  48. 4.2.4.7.2Requirements for switches and crossings Repealed
  49. 4.2.5Switches and crossings Repealed
  50. 4.2.5.1Design geometry of switches and crossings Repealed
  51. 4.2.5.2Use of swing nose crossing Repealed
  52. 4.2.5.3Maximum unguided length of fixed obtuse crossings Repealed
  53. 4.2.6Track resistance to applied loads Repealed
  54. 4.2.6.1Track resistance to vertical loads Repealed
  55. 4.2.6.2Longitudinal track resistance Repealed
  56. 4.2.6.2.1Design forces Repealed
  57. 4.2.6.2.2Compatibility with braking systems Repealed
  58. 4.2.6.3Lateral track resistance Repealed
  59. 4.2.7Structures resistance to traffic loads Repealed
  60. 4.2.7.1Resistance of new bridges to traffic loads Repealed
  61. 4.2.7.1.1Vertical loads Repealed
  62. 4.2.7.1.2Allowance for dynamic effects of vertical loads Repealed
  63. 4.2.7.1.3Centrifugal forces Repealed
  64. 4.2.7.1.4Nosing forces Repealed
  65. 4.2.7.1.5Actions due to traction and braking (longitudinal loads) Repealed
  66. 4.2.7.1.6Design track twist due to rail traffic actions Repealed
  67. 4.2.7.2Equivalent vertical loading for new earthworks and earth pressure effects Repealed
  68. 4.2.7.3Resistance of new structures over or adjacent to tracks Repealed
  69. 4.2.7.4Resistance of existing bridges and earthworks to traffic loads Repealed
  70. 4.2.8Immediate action limits on track geometry defects Repealed
  71. 4.2.8.1The immediate action limit for alignment Repealed
  72. 4.2.8.2The immediate action limit for longitudinal level Repealed
  73. 4.2.8.3The immediate action limit for track twist Repealed
  74. 4.2.8.4The immediate action limit of track gauge as an isolated defect Repealed
  75. 4.2.8.5The immediate action limit for cant Repealed
  76. 4.2.8.6The immediate action limits for switches and crossings Repealed
  77. 4.2.9Platforms Repealed
  78. 4.2.9.1Usable length of platforms Repealed
  79. 4.2.9.2Platform height Repealed
  80. 4.2.9.3Platform offset Repealed
  81. 4.2.9.4Track layout alongside platforms Repealed
  82. 4.2.10Health, safety and environment Repealed
  83. 4.2.10.1Maximum pressure variations in tunnels Repealed
  84. 4.2.10.2Effect of crosswinds Repealed
  85. 4.2.10.3Aerodynamic effect on ballasted track Repealed
  86. (1)Division (1) Repealed
  87. (2)Division (2) Repealed
  88. (3)Division (3) Repealed
  89. 4.2.11Provision for operation Repealed
  90. 4.2.11.1Location markers Repealed
  91. 4.2.11.2Equivalent conicity in service Repealed
  92. 4.2.12Fixed installations for servicing trains Repealed
  93. 4.2.12.1General Repealed
  94. 4.2.12.2Toilet discharge Repealed
  95. 4.2.12.3Train external cleaning facilities Repealed
  96. 4.2.12.4Water restocking Repealed
  97. 4.2.12.5Refuelling Repealed
  98. 4.2.12.6Electrical shore supply Repealed
  99. 4.3Functional and technical specification of the interfaces Repealed
  100. 4.3.1Interfaces with the rolling stock subsystem Repealed
  101. 4.3.2Interfaces with the energy subsystem Repealed
  102. 4.3.3Interfaces with the control command and signalling subsystem Repealed
  103. 4.3.4Interfaces with the operation and traffic management subsystem Repealed
  104. 4.4Operating rules Repealed
  105. 4.5Maintenance rules Repealed
  106. 4.5.1Maintenance file Repealed
  107. 4.5.2Maintenance plan Repealed
  108. 4.6Professional qualifications Repealed
  109. 4.7Health and safety conditions Repealed
  110. 5INTEROPERABILITY CONSTITUENTS Repealed
  111. 5.1Basis on which interoperability constituents have been selected Repealed
  112. 5.2List of constituents Repealed
  113. 5.3Constituents performances and specifications Repealed
  114. 5.3.1The rail Repealed
  115. 5.3.1.1Railhead profile Repealed
  116. 5.3.1.2Rail steel Repealed
  117. 5.3.2The rail fastening systems Repealed
  118. 5.3.3Track sleepers Repealed
  119. 6ASSESSMENT OF CONFORMITY OF INTEROPERABILITY CONSTITUENTS AND EC VERIFICATION OF THE SUBSYSTEMS Repealed
  120. 6.1Interoperability Constituents Repealed
  121. 6.1.1Conformity assessment procedures Repealed
  122. 6.1.2Application of modules Repealed
  123. 6.1.3Innovative solutions for interoperability constituents Repealed
  124. 6.1.4EC declaration of conformity for interoperability constituents Repealed
  125. 6.1.4.1Interoperability constituents subject to other European Union Directives Repealed
  126. (1)Division (1) Repealed
  127. (2)Division (2) Repealed
  128. 6.1.4.2EC declaration of conformity for rails Repealed
  129. 6.1.4.3EC declaration of conformity for rail fastening systems Repealed
  130. 6.1.4.4EC declaration of conformity for track sleepers Repealed
  131. 6.1.5Particular assessment procedures for interoperability constituents Repealed
  132. 6.1.5.1Assessment of rails Repealed
  133. 6.1.5.2Assessment of sleepers Repealed
  134. 6.2Infrastructure subsystem Repealed
  135. 6.2.1General provisions Repealed
  136. 6.2.2Application of modules Repealed
  137. 6.2.2.1Application of module SG Repealed
  138. 6.2.2.2Application of module SH1 Repealed
  139. 6.2.3Innovative solutions Repealed
  140. 6.2.4Particular assessment procedures for infrastructure subsystem Repealed
  141. 6.2.4.1Assessment of Structure gauge Repealed
  142. 6.2.4.2Assessment of distance between track centres Repealed
  143. 6.2.4.3Assessment of nominal track gauge Repealed
  144. 6.2.4.4Assessment of track layout Repealed
  145. 6.2.4.5Assessment of cant deficiency for trains designed to travel with higher cant deficiency Repealed
  146. 6.2.4.6Assessment of design values for equivalent conicity Repealed
  147. 6.2.4.7Assessment of railhead profile Repealed
  148. 6.2.4.8Assessment of switches and crossings Repealed
  149. 6.2.4.9Assessment of new structures, earthworks and earth pressure effects Repealed
  150. 6.2.4.10Assessment of existing structures Repealed
  151. 6.2.4.11Assessment of platform offset Repealed
  152. 6.2.4.12Assessment of maximum pressure variations in tunnels Repealed
  153. 6.2.4.13Assessment of effect of crosswinds Repealed
  154. 6.2.4.14Assessment of fixed installations for servicing trains Repealed
  155. 6.2.4.15Assessment of compatibility with braking systems Repealed
  156. 6.2.5Technical solutions giving presumption of conformity at design stage Repealed
  157. 6.2.5.1Assessment of track resistance for plain line Repealed
  158. 6.2.5.2Assessment for switches and crossing Repealed
  159. 6.3EC Verification when speed is used as a migration criterion Repealed
  160. 6.4Assessment of maintenance file Repealed
  161. 6.5Subsystems containing Interoperability constituents not holding an EC declaration Repealed
  162. 6.5.1Conditions Repealed
  163. 6.5.2Documentation Repealed
  164. 6.5.3Maintenance of the subsystems certified according to 6.5.1. Repealed
  165. 6.6Subsystem containing serviceable interoperability constituents that are suitable for reuse Repealed
  166. 6.6.1Conditions Repealed
  167. 6.6.2Documentation Repealed
  168. 6.6.3Use of serviceable interoperability constituents in maintenance Repealed
  169. 7IMPLEMENTATION OF THE INFRASTRUCTURE TSI Repealed
  170. 7.1Application of this TSI to railway lines Repealed
  171. 7.2Application of this TSI to new railway lines Repealed
  172. 7.3Application of this TSI to existing railway lines Repealed
  173. 7.3.1Upgrading or renewal of a line Repealed
  174. (1)Division (1) Repealed
  175. (2)Division (2) Repealed
  176. (3)Division (3) Repealed
  177. (4)Division (4) Repealed
  178. (5)Division (5) Repealed
  179. (6)Division (6) Repealed
  180. (7)Division (7) Repealed
  181. 7.3.2Renewal of a line Repealed
  182. 7.3.3Substitution in the framework of maintenance Repealed
  183. 7.3.4Existing lines that are not subject to a renewal or upgrading project Repealed
  184. 7.4Application of this TSI to existing platforms Repealed
  185. 7.5Speed as an implementation criterion Repealed
  186. 7.6Route compatibility checks before the use of authorised vehicles Repealed
  187. 7.7Specific cases Repealed
  188. 7.7.1Particular features on the Austrian network Repealed
  189. 7.7.1.1Platform height (4.2.9.2) Repealed
  190. P cases Repealed
  191. 7.7.2Particular features on the Belgian network Repealed
  192. 7.7.2.1Platform offset (4.2.9.3) Repealed
  193. P cases Repealed
  194. 7.7.3Particular features on the Bulgarian network Repealed
  195. 7.7.3.1Platform height (4.2.9.2) Repealed
  196. P cases Repealed
  197. 7.7.3.2Platform offset (4.2.9.3) Repealed
  198. P cases Repealed
  199. 7.7.4Particular features on the Danish network Repealed
  200. 7.7.4.1Platform height (4.2.9.2) Repealed
  201. P cases Repealed
  202. 7.7.5Particular features on the Estonian network Repealed
  203. 7.7.5.1Nominal track gauge (4.2.4.1) Repealed
  204. P cases Repealed
  205. 7.7.5.2Resistance of new bridges to traffic loads (4.2.7.1) Repealed
  206. P cases Repealed
  207. 7.7.5.3The immediate action limit for switches and crossing (4.2.8.6) Repealed
  208. P cases Repealed
  209. 7.7.6Particular features on the Finnish network Repealed
  210. 7.7.6.1TSI Categories of line (4.2.1) Repealed
  211. P cases Repealed
  212. 7.7.6.2Structure gauge (4.2.3.1) Repealed
  213. P cases Repealed
  214. 7.7.6.3Distance between track centres (4.2.3.2) Repealed
  215. P cases Repealed
  216. 7.7.6.4Minimum radius of horizontal curve (4.2.3.4) Repealed
  217. P cases Repealed
  218. 7.7.6.5Nominal track gauge (4.2.4.1) Repealed
  219. P cases Repealed
  220. 7.7.6.6Cant (4.2.4.2) Repealed
  221. P cases Repealed
  222. 7.7.6.7Maximum unguided length of fixed obtuse crossings (4.2.5.3) Repealed
  223. P cases Repealed
  224. 7.7.6.8The immediate action limit of track gauge as an isolated defect (4.2.8.4) Repealed
  225. P cases Repealed
  226. 7.7.6.9The immediate action limit of cant (4.2.8.5) Repealed
  227. P cases Repealed
  228. 7.7.6.10The immediate action limits for switches and crossings (4.2.8.6) Repealed
  229. P cases Repealed
  230. 7.7.6.11Platform offset (4.2.9.3) Repealed
  231. P cases Repealed
  232. 7.7.6.12Train external cleaning facilities (4.2.12.3) Repealed
  233. P cases Repealed
  234. 7.7.6.13Assessment of structure gauge (6.2.4.1) Repealed
  235. P cases Repealed
  236. 7.7.7Particular features on the French network Repealed
  237. 7.7.7.1Platform height (4.2.9.2) Repealed
  238. P cases Repealed
  239. 7.7.8Particular features on the German network Repealed
  240. 7.7.8.1Platform height (4.2.9.2) Repealed
  241. P cases Repealed
  242. 7.7.9Particular features on the Hellenic network Repealed
  243. 7.7.9.1Platform height (4.2.9.2) Repealed
  244. P cases Repealed
  245. 7.7.10Particular features on the Italian network Repealed
  246. 7.7.10.1Platform offset (4.2.9.3) Repealed
  247. P cases Repealed
  248. 7.7.10.2Equivalent conicity (4.2.4.5) Repealed
  249. P cases Repealed
  250. 7.7.10.3Equivalent conicity in service (4.2.11.2) Repealed
  251. P cases Repealed
  252. 7.7.11Particular features on the Latvian network Repealed
  253. 7.7.11.1Resistance of new bridges to traffic loads — vertical loads (4.2.7.1.1) Repealed
  254. P cases Repealed
  255. 7.7.12Particular features on the Polish network Repealed
  256. 7.7.12.1TSI Categories of line (4.2.1) Repealed
  257. P cases Repealed
  258. 7.7.12.2Distance between track centres (4.2.3.2) Repealed
  259. P cases Repealed
  260. 7.7.12.3Minimum radius of horizontal curve (4.2.3.4) Repealed
  261. P cases Repealed
  262. 7.7.12.4Minimum radius of vertical curve (4.2.3.5) Repealed
  263. P cases Repealed
  264. 7.7.12.5Cant deficiency (4.2.4.3) Repealed
  265. P cases Repealed
  266. 7.7.12.6Abrupt change of cant deficiency (4.2.4.4) Repealed
  267. P cases Repealed
  268. 7.7.12.7The immediate action limit for track twist (4.2.8.3) Repealed
  269. P cases Repealed
  270. 7.7.12.8The immediate action limit of track gauge as an isolated defect (4.2.8.4) Repealed
  271. P cases Repealed
  272. 7.7.12.9The immediate action limits for switches and crossings (4.2.8.6) Repealed
  273. P cases Repealed
  274. 7.7.12.10Platform height (4.2.9.2) Repealed
  275. P cases Repealed
  276. 7.7.12.11Equivalent conicity in service (4.2.11.2) Repealed
  277. T cases Repealed
  278. 7.7.12.12Track sleepers (5.3.3) Repealed
  279. P cases Repealed
  280. 7.7.13Particular features on the Portuguese network Repealed
  281. 7.7.13.1Structure gauge (4.2.3.1) Repealed
  282. P cases Repealed
  283. 7.7.13.2Distance between track centres (4.2.3.2) Repealed
  284. P cases Repealed
  285. 7.7.13.3The immediate action limit of track gauge as an isolated defect (4.2.8.4) Repealed
  286. P cases Repealed
  287. 7.7.13.4The immediate action limit for switches and crossings (4.2.8.6) Repealed
  288. P cases Repealed
  289. 7.7.13.5Platform height (4.2.9.2) Repealed
  290. 7.7.13.6Platform offset (4.2.9.3) Repealed
  291. P cases Repealed
  292. 7.7.13.7Assessment of structure gauge (6.2.4.1) Repealed
  293. P cases Repealed
  294. 7.7.13.8Assessment of maximum pressure variations in tunnels (6.2.4.12) Repealed
  295. P cases Repealed
  296. 7.7.14Particular features on the Ireland network Repealed
  297. 7.7.14.1Structure gauge (4.2.3.1) Repealed
  298. P cases Repealed
  299. 7.7.14.2Distance between track centres (4.2.3.2) Repealed
  300. P cases Repealed
  301. 7.7.14.3Assessment of structure gauge (6.2.4.1) Repealed
  302. P cases Repealed
  303. 7.7.15Particular features on the Spanish network Repealed
  304. 7.7.15.1Structure gauge (4.2.3.1) Repealed
  305. P cases Repealed
  306. 7.7.15.2Distance between track centres (4.2.3.2) Repealed
  307. P cases Repealed
  308. 7.7.15.3Design track twist due to rail traffic actions (4.2.7.1.6) Repealed
  309. P cases Repealed
  310. 7.7.15.4The immediate action limit of track gauge as an isolated defect (4.2.8.4) Repealed
  311. P cases Repealed
  312. 7.7.15.5The immediate action limits for switches and crossings (4.2.8.6) Repealed
  313. P cases Repealed
  314. 7.7.15.6Platform height (4.2.9.2) Repealed
  315. P cases Repealed
  316. 7.7.15.7Platform offset (4.2.9.3) Repealed
  317. P cases Repealed
  318. 7.7.15.8Assessment of structure gauge (6.2.4.1) Repealed
  319. P cases Repealed
  320. 7.7.15.9Assessment of maximum pressure variations in tunnels (6.2.4.12) Repealed
  321. P cases Repealed
  322. 7.7.16Particular features on the Swedish network Repealed
  323. 7.7.16.1General Repealed
  324. P cases Repealed
  325. 7.7.16.2Platform offset (4.2.9.3) Repealed
  326. P cases Repealed
  327. 7.7.17Particular features on the UK network for Great Britain Repealed
  328. 7.7.17.1TSI categories of line (4.2.1) Repealed
  329. P cases Repealed
  330. 7.7.17.2Structure gauge (4.2.3.1) Repealed
  331. P cases Repealed
  332. 7.7.17.3Distance between track centres (4.2.3.2) Repealed
  333. P cases Repealed
  334. 7.7.17.3.bisEquivalent conicity (4.2.4.5) Repealed
  335. P cases Repealed
  336. 7.7.17.4Maximum unguided length of fixed obtuse crossings (4.2.5.3) Repealed
  337. P cases Repealed
  338. 7.7.17.5The immediate action limits for switches and crossings (4.2.8.6) Repealed
  339. P cases Repealed
  340. 7.7.17.6Platform height (4.2.9.2) Repealed
  341. P cases Repealed
  342. 7.7.17.7Platform offset (4.2.9.3) Repealed
  343. P cases Repealed
  344. 7.7.17.8Equivalent conicity in service (4.2.11.2) Repealed
  345. P cases Repealed
  346. 7.7.17.9Assessment of structure gauge (6.2.4.1) Repealed
  347. P cases Repealed
  348. 7.7.17.10Assessment of distance between track centres (6.2.4.2) Repealed
  349. P cases Repealed
  350. 7.7.17.11Assessment of platform offset (6.2.4.11) Repealed
  351. P cases Repealed
  352. 7.7.18Particular features on the UK network for Northern Ireland Repealed
  353. 7.7.18.1Structure gauge (4.2.3.1) Repealed
  354. P cases Repealed
  355. 7.7.18.2Distance between track centres (4.2.3.2) Repealed
  356. P cases Repealed
  357. 7.7.18.3Assessment of structure gauge (6.2.4.1) Repealed
  358. P cases Repealed
  359. 7.7.19Particular features on the Slovak network Repealed
  360. 7.7.19.1TSI categories of line (4.2.1) Repealed
  361. P cases Repealed
  362. 7.7.19.2Minimum radius of horizontal curve (4.2.3.4) Repealed
  363. P cases Repealed
  364. 7.7.19.3Minimum radius of vertical curve (4.2.3.5) Repealed
  365. P cases Repealed
  366. 7.7.19.4Cant deficiency (4.2.4.3) Repealed
  367. P cases Repealed
  368. 7.7.19.5The immediate action limit for track twist (4.2.8.3) Repealed
  369. P cases Repealed
  370. 7.7.19.6The immediate action limit of track gauge as an isolated defect (4.2.8.4) Repealed
  371. P cases Repealed
  372. 7.7.19.7The immediate action limit for cant (4.2.8.5) Repealed
  373. P cases Repealed
  374. 7.7.19.8The immediate action limits for switches and crossings (4.2.8.6) Repealed
  375. P cases Repealed
  376. 7.7.19.9Platform height (4.2.9.2) Repealed
  377. P cases Repealed
  378. 7.7.19.10Equivalent conicity in service (4.2.11.2) Repealed
  379. T cases Repealed
  380. 7.7.19.11Track sleepers (5.3.3) Repealed
  381. P cases Repealed
  382. AAssessment of interoperability constituents Repealed
  383. BAssessment of the infrastructure subsystem Repealed
  384. CTechnical characteristics of track design and switches and crossings design Repealed
  385. C.1Technical characteristics of track design Repealed
  386. C.2Technical characteristics of switches and crossings design Repealed
  387. DConditions of use of track design and switches and crossings design Repealed
  388. D.1Conditions of use of track design Repealed
  389. D.2Conditions of use of switches and crossings design Repealed
  390. ECapability requirements for structures according to traffic code Repealed
  391. FCapability requirements for structures according to traffic code in the United Kingdom of Great Britain and Northern Ireland Repealed
  392. GSpeed conversion to miles per hour for Ireland and the United Kingdom of Great Britain and Northern Ireland Repealed
  393. HStructure gauge for the 1 520 mm track gauge system Repealed
  394. IReverse curves with radii in the range from 150 m up to 300 m Repealed
  395. JSafety assurance over fixed obtuse crossings Repealed
  396. KBasis of minimum requirements for structures for passenger coaches and multiple units Repealed
  397. LDefinition of EN line category a12 for traffic code P6 Repealed
  398. MSpecific case on the Estonian network Repealed
  399. NSpecific cases of the Hellenic network Repealed
  400. OSpecific case on the Ireland and United Kingdom of Northern Ireland networks Repealed
  401. PStructure gauge for the lower parts for the 1 668 mm track gauge on the Spanish network Repealed
  402. QNational technical rules for UK-GB Specific Cases Repealed
  403. RAppendix R Repealed
  404. SGlossary Repealed
  405. TList of referenced standards Repealed