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This document specifies Vignole railway rails of 46 kg/m and greater linear mass, for conventional and high speed railway track usage.
Pearlitic steel grades are specified covering a hardness range of 200 HBW to 440 HBW and include non heat treated non alloy steels, non heat treated alloy steels, and heat treated non alloy steels and heat treated alloy steels.
There are 24 rail profiles specified in this document.
Two classes of rail straightness are specified, differing in requirements for straightness, surface flatness and crown profile. Two classes of profile tolerances are specified.

This document specifies a procedure for fatigue strength assessment of rail vehicle structures based on cumulative damage.
It is part of a series of standards that specifies procedures for strength assessments of structures of rail vehicles that are manufactured, operated and maintained according to standards valid for railway applications.
This document is applicable for variable amplitude load data with total number of cycles higher than 10 000 cycles.
An endurance limit approach is outside the scope of this document.
The assessment procedure of the series is restricted to ferrous materials and aluminium.
This document series does not define design load cases.
This document series is not applicable for corrosive conditions or elevated temperature operation in the creep range.
This series of standards is applicable to all kinds of rail vehicles; however it does not define in which cases a fatigue strength assessment using cumulative damage is to be applied.

This document gives design rules and requirements in order to ensure proper access, lighting, seating and exit of driver's cabs. The different dimensions are based on the anthropometric data defined in EN 16186-5. The corresponding assessment methods are also included in this document. It covers the following aspects:
— dimension and interior layout;
— door access, steps, floor characteristics;
— seats dimension and clearance;
— interior cab lighting;
— emergency exit;
— marking and labelling.
This document is applicable to vehicles operating on tram networks.

This document only applies to continuous testing of rails installed in track for detecting internal discontinuities.
This document only applies to testing equipment fitted to dedicated test vehicles or manually-propelled devices. This document treats welded joints as plain rail.
This document does not define the requirements for vehicle acceptance. This document does not apply to ultrasonic testing of rails in a production plant.
This document specifies the requirements for testing principles and systems in order to produce comparable results with regard to location, type and size of discontinuities in rails. This document is not aiming to give any guidelines for managing the result of ultrasonic rail testing. This document only
applies to flat bottom (Vignole) railway rail profile 43 kg/m and above.

This document is applicable to rail vehicles and specifies the terms, definitions, symbols and abbreviated terms to be used in the ISO 19659 series, heating, ventilation and air conditioning for rolling stock.

This document defines the assessment of endurable longitudinal compressive forces (LCF) of a vehicle. The endurable longitudinal compressive force is a parameter depending on the vehicle design. It is used to estimate the risk of derailment as a result of being subjected to these forces, under operating conditions.
NOTE 1 As operating conditions may vary in several aspects (infrastructure, train configurations etc.), this document defines uniform assessments of endurable longitudinal compressive force per vehicle in specific operating conditions. One of these endurable longitudinal compressive forces is derived from UIC 530-2:2011, which is based on practical tests performed in ERRI-B12. Other endurable longitudinal compressive forces as the outcome of this document are central input parameters in the methodology of IRS 40421. IRS 40421 derives train and operational parameters from the outcome of this document which are vehicle parameters.
This document applies to the following types of vehicles:
— single wagons;
— permanently coupled units with side buffers and screw couplers between the vehicles;
— permanently coupled units with diagonal buffers with screw couplers between the vehicles;
— permanently coupled units with a bar coupler between the vehicles;
— articulated units with three 2-axle bogies;
— wagons with 3-axle bogies; low-floor wagons with eight or more axles (e.g. rolling road wagon);
— vehicles with central couplers;
— on-track machines (OTM) as defined in EN 14033-1:2017.
NOTE 2 This document defines the acceptance process to be followed by vehicles that are operated in a way that high longitudinal compressive forces may occur in the trains due to their operational environment (e.g. train composition, braking regime, track layout). Therefore, vehicles among the previous list which are not subjected to high longitudinal compressive forces may not need to fulfil this document.
The following vehicles are not in the scope of this document:
— articulated wagons with more than three 2-axle bogies;
— locomotives and passenger rolling stocks;
— vehicles that are only operated in passenger trains.
Acceptance criteria and test conditions as well as conditions for simulation and test dispensation are defined in this document.
This document applies principally to vehicles which operate without restrictions on standard gauge tracks in Europe (1 435 mm).
NOTE 3 The influence on railway systems using other gauges is not sufficiently understood to extend the scope of this document to gauges other than standard.
NOTE 4 For wagons with central couplers, a need for assessment of derailment risk due to Longitudinal Forces on other gauges (1 524 mm, 1 600 mm, 1 668 mm) has been expressed. The influence on railway systems using other gauges is not sufficiently understood. This document only introduces some notions to assess it independently from the gauge.