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This document specifies the measurement of displacements by means of geodetic instruments carried out for geotechnical monitoring. It refers to position measurements where a signal travels through air/the atmosphere between an instrument and a measuring point (target). General rules of performance monitoring of the ground, of structures interacting with the ground, of geotechnical fills and of geotechnical works are presented in ISO 18674-1:2015. This document is applicable to measurements carried out for monitoring purposes by means of: — tachymeter (manual or robotic ); — level; In informative annexes, this document also refers to principles of some techniques that are commonly used for the monitoring of displacements of topographic surfaces: — satellite Interferometric Synthetic Aperture Radar (InSAR); satellite Interferometric Synthetic Aperture Radar (InSAR); terrestrial radar interferometry ; — laser scanning; — GNSS. NOTE 1 This document fulfils the requirements for the performance monitoring of the ground, of structures interacting with the ground and of geotechnical works by the means of geodetic instruments as part of the geotechnical investigation and testing in accordance with References [1] and [2]. NOTE 2 A key element of any and all monitoring is the ability to reflect the reality of what one intends to measure. There is a wide discrepancy and disagreement between the terms used to call this ability, depending on the field of application and country of origin. ISO/IEC guide 99:2007 defines terms for measurements of one quantity values, whereas in monitoring we generally try to measure change between quantity over time. The terms approaching best our needs in ISO/IEC seems to be “Precision” and “Uncertainty”.

 

This document specifies the test method for the experimental characterisation of the out-of-plane permeability of fibrous reinforcements for liquid composite moulding. Requirements for test equipment, test method and data analysis are detailed, to ensure optimal accuracy and reproducibility of the results.

 

This document specifies the method for the characterisation of the compaction response of fibrous reinforcements used in liquid composite moulding. Specimens are compressed at a controlled speed to a predetermined thickness and the relative compressive load is measured. In this method, specimens are tested in both the saturated (“wet”) and unsaturated (“dry”) state. The following steps explain how to prepare the test setup and characterise the compaction response. This method specifies the speed of testing. It should be noted that testing at different speeds can yield different results which may not be comparable.

 

 

This GNSS metrology document aims to provide a methodological reference framework for assessing the performance of GNSS based positioning terminals (GBPT) using GNSS (Global Navigation Satellite Systems) technology. In this document, the GBPT is specifically used for various types of vehicles—such as cars, drones, trains, and ships—and not for any timing-related applications. This document is the first part of the ISO 25082 series, specifically developed to structure interactions with clients within the context of test engineering activities. It sets precise conditions for receiving client requests and presenting test results, thereby ensuring clear, effective communication that meets the expectations of both parties. The document defines and characterizes specific operational needs, then translates them into technical requirements, thereby forming a solid foundation for designing relevant and representative test scenarios for various use cases. The approach ensures that the systems tested not only meet operational expectations but also fulfill the desired functionalities for their intended applications. To ensure alignment between requirements and actual performance, the fundamental principle of an assessment is based on measuring the deviations between a reference trajectory, considered ideal but subject to measurement uncertainties, and the trajectories recorded by the Device Under Test (GBPT) to a representative scenario. This comparison process methodically quantifies key parameters such as the accuracy, availability, and reliability of GBPT, taking into account the diverse environmental and operational conditions they may face. In this context, the metrics commonly used to define performance are systematically identified, defined, and classified by their features. These metrics include positioning, velocity, and attitude errors, as well as indicators such as service continuity and availability, performance over time, and data reliability. Each of these metrics can play a critical role in evaluating the overall performance of a GNSS Based Positioning Terminal (GBPT) across varied and sometimes complex scenarios. These same metrics also serve as the basis for defining performance classes to be applied to establish a declaration of compliance. By structuring performance assessments around these indicators, it is possible to ensure that the obtained results meet normative requirements and align with the expectations of clients and certification authorities. Furthermore, this document defines the minimum requirements to consider before selecting the most appropriate testing method from a metrological perspective. The goal is to choose an approach that ensures the validity and reliability of measurements. In addition to their representativeness, the results are repeatable and reproducible from one test to another for the same GBPT and scenario. This methodological rigor is essential for obtaining consistent and comparable data. For the test results are presented in a structured manner to meet the client's expectations, especially in cases where the results shall comply with type certification requirements. Clarity, precision, and rigor in presenting the measured performance are indispensable to ensure that a GNSS Based Positioning Terminal meets the standards and regulations in effect. Finally, this document is primarily aimed at accredited testing laboratories responsible for applying it within the scope of their engineering testing services. It defines the minimum requirements needed to ensure clear and effective communication with fitness-for-purpose-based clients and stakeholders. By rigorously applying these requirements, any organization seeking to plan GNSS tests can optimize the efficiency of its processes while ensuring the production of reliable and accurate results.

 

This document specifies a common framework for audit trails for electronic health records (EHR), in terms of audit trigger events and audit data, to keep the complete set of personal health information auditable across information systems and domains. It is applicable to systems processing personal health information that create a secure audit record each time a user reads, creates, updates, or archives personal health information via the system. NOTE       Such audit records at a minimum uniquely identify the user, uniquely identify the subject of care, identify the function performed by the user (record creation, read, update, etc.), and record the date and time at which the function was performed. This document covers only actions performed on the EHR, which are governed by the access policy for the domain where the electronic health record resides. It does not deal with any personal health information from the electronic health record, other than identifiers, the audit record only containing links to EHR segments as defined by the governing access policy. It does not cover the specification and use of audit logs for system management and system security purposes, such as the detection of performance problems, application flaw, or support for a reconstruction of data, which are dealt with by general computer security standards such as ISO/IEC 15408 (all parts)[9]. Annex A gives examples of audit scenarios. Annex B gives an overview of audit log services.

 

This document outlines the concepts and principles for information management at a stage of maturity described as "building information modelling (BIM) according to the ISO 19650 series". This document provides recommendations for a framework to manage information including exchanging, recording, versioning and organizing for all actors. This document is applicable to the whole life cycle of any built asset, including strategic planning, initial design, engineering, development, documentation and construction, day-to-day operation, maintenance, refurbishment, repair and end-of-life. This document can be adapted to assets or projects of any scale and complexity, so as not to hamper the flexibility and versatility that characterize the large range of potential procurement strategies and so as to address the cost of implementing this document.

 

This document specifies requirements for information management, in the form of a management process, within the context of the delivery phase of assets and the exchanges of information within it, using building information modelling. This document can be applied to all types of assets and by all types and sizes of organizations, regardless of the chosen procurement strategy.

 

This document defines the design, safety and operation characteristics of gaseous hydrogen land vehicle (GHLV) refuelling connectors having flow capacities greater than 120 g/s. GHLV refuelling connectors consist of the following components, as applicable: — receptacle and protective cap (mounted on vehicle); — nozzle; — communication hardware. This document is applicable to refuelling connectors which have nominal working pressures or hydrogen service levels up to 70 MPa. This document is not applicable to refuelling connectors dispensing blends of hydrogen with natural gas.

 

ISO 9225:2012 specifies methods for measuring the parameters needed for corrosivity estimation used for classification of the corrosivity of atmospheres in ISO 9223. ISO 9225:2012 specifies methods for the measurement of environmental parameters for normative corrosivity estimation based on calculated first-year corrosion rates of standard metals, and informative corrosivity estimation based on characterization of the exposure environment. It does not describe the usual analytical techniques for the measured parameters since this depends on the available analytical techniques used in laboratories. Specific methods for deposition measurement of SO2 and Cl- deposition rates and conversional factors for comparison of different measuring methods are given.

 

 

This document describes the procedures for assessing the overall change in appearance of textile floor coverings caused by the Vettermann drum according to ISO 23106 and EN 18320, Hexapod tumbler test according to ISO 23122 and Castor chair test according to ISO 4918.

 

This Standard specifies the measurement of displacements by means of geodetic instruments carried out for geotechnical monitoring. It refers to position measurements where a signal travels through air/the atmosphere between an instrument and a measuring point (target). General rules of performance monitoring of the ground, of structures interacting with the ground, of geotechnical fills and of geotechnical works are presented in ISO 18674 1:2015. This document is applicable to measurements by means of: ? Tachymeter (manual or robotic) ? level In informative annexes, this document also refers to principles of some techniques that can be applied to the monitoring of displacements of topographic surfaces: ? satellite radar interferometry (INSAR); ? terrestrial radar interferometry; ? laser scanning; ? GNSS. NOTE : This document fulfils the requirements for the performance monitoring of the ground, of structures interacting with the ground and of geotechnical works by the means of geodetic instruments as part of the geotechnical investigation and testing

 

ISO 9405:2015 describes the procedures for assessing the overall change in appearance of textile floor coverings caused by Vettermann drum and hexapod tumbler testers according to ISO 10361 and ISO 4918.

 

This document specifies a test method to determine the breaking load at the dowel hole of natural stones used for external or internal cladding or lining in building construction.

 

This document specifies a technological test method to determine the breaking load at kerf slot and metal profile of natural stones used for external or internal cladding or lining in building construction.

 

This document specifies a method for the determination of pH of a solution of ammonium nitrate fertilizer of high nitrogen content. This document is applicable to the fertilizing products blends where a blend is a mix of at least two of the following components: fertilizers, liming materials, soil improvers, growing media, inhibitors, plant biostimulants, and where the following category: inorganic fertilizers is the highest % in the blend by mass or volume, or in the case of liquid form by dry mass. If inorganic fertilizer is not the highest % in the blend, the European Standard for the highest % of the blend applies. In case a fertilizing product blend is composed of components in equal quantity, the user decides which standard to apply. Variations in analytical methods for fertilizing product blends can lead to differing results as some components or matrix interactions can affect the outcome. Validation procedures have shown that developed standard methods are robust and reliable across diverse product compositions, but possible interferences and unexpected results when analysing fertilizing product blends are possible.

 

This document specifies the technical delivery requirements for open die forgings, forged bars and products pre-forged and finished in ring rolling mills, manufactured from alloy special steel and supplied in the quenched and tempered condition. The majority of steels listed in this document are identical to steels specified in EN ISO 683-1 and EN ISO 683-2 and more extensive information on hardenability and technological properties is given in these standards. General information on technical delivery conditions is given in EN 10021.

 

This document specifies the particular requirements for wrought aluminium and wrought aluminium alloys in the form of coil coated sheet and strip for general applications. This product is generally supplied in thicknesses up to 3,0 mm. It is applicable to cold-rolled aluminium and aluminium alloy strip coated by the coil coating process both with liquid as well as with powder paints, either in the final width or slit afterwards, and to sheet obtained from such strip. It does not apply to coil coated sheet and strip used for special applications such as cans, closures and lids which are dealt with in separate EN 541.

 

This document describes procedures that use the mechanical action of a Vettermann drum tester using polyurethane studs to produce changes in appearance (surface structure and colour) to all types of textile floor coverings. It does not include pilling or colour changes due to other actions. Changes produced by this drum tester are assessed in accordance with the applicable assessment standard.