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This document specifies the measurement of setting time of a prepared cementitious or calcium sulfate-based floor levelling compound, after mixing with the liquid component, e.g. water. This document applies to cementitious and calcium sulfate-based floor levelling compounds used for the preparation of subfloors to ensure the suitability of the substrate prior to the installation of floor coverings. By using the floor levelling compound, a homogeneous layer is built up on the load-bearing substrate, to ensure consistent absorbency, evenness and strength.

 

This document specifies the procedure for mixing cementitious and calcium sulfate-based floor levelling compounds with water and/or a liquid component as supplied by the manufacturer. This document applies to cementitious, and calcium sulfate-based floor levelling compounds used for the preparation of subfloors to ensure the suitability of the substrate prior to the installation of floor coverings. By using the floor levelling compound, a homogeneous layer is built up on the load-bearing substrate, to ensure consistent absorbency, evenness and strength.

 

This document specifies the test conditions for the determination of the tensile properties of monolayer flat fibre reinforced plastics, based upon the general principles given in ISO 527-1. The methods are used to investigate the tensile behaviour of the test specimens and for determining the tensile strength, tensile modulus and failure strain under the defined conditions when loaded in fibre direction. The test method is suitable for use with monolayer materials made of fibre-reinforced thermoset and thermoplastic composites incorporating preimpregnated materials (prepregs). The monolayer has a unidirectional (e.g. tapes) or multidirectional (e.g. fabric) reinforcement. In case of thermoset material, the thermoset matrix needs to be able to transduce shear stresses. So, it is recommended to use specimens in cured state. The reinforcement fibres covered include glass fibres, carbon fibres, aramid fibres and other similar synthetic or natural fibres. Two methods are described (A: Reduced force clamping, B: Parallel clamping)

 

This document describes in a general way the application of the soil quality TRIAD approach for the site-specific ecological risk assessment of contaminated soils. In detail, it presents in a transparent way three lines of evidence (chemistry, ecotoxicology and ecology) which together allow an efficient, ecologically robust but also practical risk assessment of contaminated soils. This procedure can also be applicable to other stress factors, such as acidification, soil compaction, salinization, loss of soil organic substance, and erosion. However, so far, no experience has been gained with these other applications. Therefore, this document focuses on soils contaminated by chemicals. NOTE 1 This document focuses on ecological risk assessment. Thus, it does not cover human health end points. In view of the nature of this document, the investigation procedure is described on a general level. It does not contain details of technical procedures for the actual assessment. However, this document includes references relating to technical standards (e.g. ISO 15799, ISO 17616) which are useful for the actual performance of the three lines of evidence. In ecological risk assessment, the effects of soil contamination on the ecosystem are related to the intended land use and the requirements that this use sets for properly functioning soil. This document describes the basic steps relating to a coherent tool for a site-specific risk assessment with opportunities to work out site-specific details. This document can also be used for the evaluation of clean-up operations, remediation processes or management measures (i.e. for the evaluation of the environmental quality after having performed such actions). NOTE 2 The application of this document starts when it has already been decided that an ecological risk assessment at a given site needs to be performed. In other words, the practical performance of the soil quality TRIAD and the evaluation of the individual test results will be described. Thus, nothing will be said about decisions whether (and if yes, how) the results of the assessment are included in soil management measures or not. NOTE 3 The TRIAD approach can be used for different parts of the environment, but this document focuses mostly on the soil compartment. Comparable documents for other environmental compartments are intended to be prepared in addition (e.g. the terrestrial aboveground compartment) in order to perform a complete site assessment, based on the same principles and processes.

 

This document specifies the essential dimensional features of keystone rings made of steel, types T, TB, TBA, TM, K, KB, KBA and KM, having diameters from 70 mm up to and including 160 mm, used in reciprocating internal combustion piston engines.

 

This document specifies the essential dimensional features of keystone rings made of cast iron, types T, TB, TBA, TM, K, KB, KBA and KM, having diameters from 70 mm up to and including 200 mm, used in reciprocating internal combustion piston engines.

 

ISO 21734-2 defines the safety and connectivity requirements with the infrastructure for successful performance of the automated driving bus within the defined use case, and the process through which this is verified. a) definitions of operation cases for automated driving bus (ADB) b) performance requirements for successful operation of ADB with respect to ADB vehicle, infrastructure, IoT infrastructure, monitoring and management center, and bus station c) test procedures for evaluating safe operation of the ADB in cooperation with ADB system components

 

ISO 5667-15:2009 provides guidance on procedures for the preservation, handling and storage of samples of sewage and waterworks sludge, suspended matter, saltwater sediments and freshwater sediments, until chemical, physical, radiochemical and/or biological examination can be undertaken in the laboratory. The procedures in ISO 5667-15:2009 are only applicable to wet samples of sludge, sediment and suspended matter.

 

This document specifies the general requirements on procedures for the preservation, handling and storage of samples of sewage and waterworks sludge, suspended matter, marine sediments and freshwater sediments for either chemical, physical, radiochemical, hydrobiological or microbiological examination, or all, in the laboratory. The procedures in this document are not applicable to dried samples of sludge, sediment and suspended matter. NOTE The storage conditions given do not necessarily apply for derived samples, e.g. sediment eluates or extracts. This document is not applicable to samples intended for biotesting with ecotoxicological or biological assays (which is specified in ISO 5667-16[5]) nor intended for microplastics (which is specified in ISO 5667-27[7]).

 

 

This document supports evaluation of the accuracy, secrecy, and privacy of biometric template protection schemes. It establishes definitions, terminology, and metrics for stating the performance of such schemes. Particularly, this document establishes requirements for the measurement and reporting of: — theoretical and empirical accuracy of biometric template protection schemes, — theoretical and empirical probability of a successful attack on biometric template protection schemes (single or multiple), and — the biometric information leaked when one or more biometric template protection schemes are compromised. This document also gives guidance on measuring and reporting diversity and unlinkability of templates. This document does not: — establish template protection schemes; — address testing of traditional encryption schemes.

 

This document specifies a test method for measuring the forces needed for the placement and removal of dental attachments (frictional retention elements of ball head-, snap-on, prefabricated telescopic and bar systems used for the attachment, support and stabilization of crowns and bridges, single attachments, removable partial dentures, complete dentures, and other superstructures on dental implant systems (including monopart implants) and, if not other justified, on natural teeth and root post copings). If not otherwise justified, this document can also be used for tests on custom-made or patient matched devices (e.g. laboratory manufactured). This test method is not applicable to retention devices for which normal placement and removal requires any off-axis rotation for the path of least resistance. This test method is not applicable to dental magnetic attachments, these are specified in ISO 13017.

 

This document specifies requirements for over-needle peripheral intravenous catheters, intended for accessing the peripheral venous system, supplied in the sterile condition and intended for single use.

 

This document specifies requirements for central venous catheters supplied in the sterile condition and intended for single use. Peripherally Inserted Central Catheters (PICC) are not part of this document, (see ISO 10555-7).

 

This document specifies basic requirements for the design, layout and application of boom accessories, referred to as auxiliary equipment for the purpose of this document. This document does not purport to address all safety concerns, if any, associated with its use. However, it is the responsibility of the user of this document to establish the appropriate safety and health procedures, and to determine the applicability of regulatory limitations.

 

This document: — defines aprocess assessment model that meets the requirements of ISO/IEC 33004and that supports the performance of an assessment of process capability using the process measurement framework defined in ISO/IEC 33020. The process assessment model provides indicators for guidance on the interpretation of the process purposes and outcomes as defined in ISO/IEC/IEEE 29119-2 and the process attributes as defined in ISO/IEC 33020; — provides guidance, by example, on the definition, selection and use of assessment indicators. A process assessment model comprises a set of indicators of process performance and process capability.The indicators are used as a basis for collecting the objective evidence that enables an assessor to assignratings, following the requirements of ISO/IEC 33002. The set of indicators included in this standard is neither intended to be an all-inclusive setnor is it intended to be applicable in its entirety. Subsets that are appropriate to the context and scope of theassessment should be selected. The process assessment model in this standard is directed at assessment sponsors andcompetent assessors who wish to select a model, and associated documented process method, forassessment (for either capability determination or process improvement). Any process assessment model for Software Testing meeting the requirements defined in ISO/IEC 33004 concerning models for process assessment may be used for assessment. Different models and methods may be needed to address differing business and testing needs. This assessment model is provided as an exemplar of a model meeting all the requirements expressed in ISO/IEC 33004.

 

This document provides the terms and definitions that constitute the conceptual framework related to quality as addressed in the Systems and Software Quality Requirements and Evaluation (SQuaRE) family of standards. It focuses on the fundamental concepts and terminology that are common across the SQuaRE family to ensure consistency and to facilitate understanding. Terms and definitions specific to individual quality models — such as product quality, data quality, IT service quality, and quality-in-use — are outside the scope of this document. Similarly, terms related to other types of qualities, such as process quality or AI-related quality, are not included.

 

This document specifies a method for determining the fire resistance of air transfer grilles (ATG). It is applicable to air transfer grilles intended for installation in building components (typically walls, floors or ceilings). The orientation of the installation of the air transfer grille can be vertical or horizontal. The closing mechanism of the air transfer grille can come from expansion of material and/or from any mechanical or electrical closing device. This document is applicable to fire resistant or fire resistant and smoke control air transfer grilles. An additional test configuration is valid for fire resistant or fire resistant and smoke control air transfer grilles in applications where flame impingement is a risk during open state from start of fire (see Annex A). This document evaluates the behaviour of the air transfer grille when exposed to the heating curve described in EN 1363 1 and the standard pressure described in EN 1363 1. It is not the intention of this test to provide quantitative information on the rate of leakage of smoke and/or hot gases or on the transmission or generation of fumes under fire conditions. Such phenomena are only noted in describing the general behaviour of test specimens during the test. The determination of the rate of leakage of smoke at ambient temperature or at 200 °C as an optional requirement for ATG with declared smoke control is specified in EN 1634 3. This document is not applicable to the determination of the fire resistance of air transfer grilles that are used in ducts because ATG are considered as separating elements. The test method for ATG used in ducts is described in the corresponding duct standards. This document is not applicable to the determination of the fire resistance of a fire damper or a fire barrier connected to a duct one or both sides, as an ATG is tested as a fire-separating element on its own. Fire dampers are tested according to EN 1366 2. Non-mechanical fire barriers are tested according to EN 1366 12. This document is not applicable to the determination of the fire resistance of air transfer grilles in fire doors, shutters and openable windows as specified in EN 1634 1 and EN 1364 2, because the deformation of fire doors, shutters and openable windows in fire conditions differs from the deformation of flexible/rigid walls. Moreover, the location of thermocouples in the door standard is too specific to be handled in this document. All values given in this document are nominal unless otherwise specified.

 

This document defines rules for extended applications, provides guidance, and, where appropriate, defines procedures, for variations of certain parameters and factors associated with the design of internal and external non-loadbearing walls constructed of metal sandwich panels and that have been tested in accordance with EN 1364 1, which could generate a classification in accordance with EN 13501 2. This document applies for double skin metal faced sandwich panels having an insulating core bonded to both facings as defined in EN 14509 not stabilizing a whole building or parts of it.

 

This document defines rules for extended applications, provides guidance, and, where appropriate, specifies procedures, for variations of certain parameters and factors associated with the design of internal non-loadbearing ceilings constructed of metal faced sandwich panels that have been tested in accordance with EN 1364 2, which could generate a classification in accordance with EN 13501 2. This document applies to double skin metal faced sandwich panels which have an insulating core bonded to both facings as defined in EN 14509, not stabilizing a whole building or parts of it.