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LABORATORY TESTS

Testing areas (15)
Products (101)

Reference Designation/Description Accredited
assay
Reference
standards
Product/
Material
Comments (Administrator)
AGR.07 Determination of Shape index EN 933-4:2008 Aggregates
AGR.08 Assessment of fines - Methylene blue test EN 933-9:2022 Aggregates
AGR.09 Determination of density and water absorption EN 1097-6:2022 (Except Annexes E and H) Aggregates
AGR.10.01 Determination of bulk density and void volume EN 1097-3:1998 (except Annex A) Aggregates
AGR.10.02 Determination of the apparent (bulk) density of filler in kerosene EN 1097-3:1998 (Annex A) Aggregate,Filler
AGR.11 Determination of the water content by drying in a ventilated oven EN 1097-5:2008 Aggregates
AGR.13 Determination of particle size distribution of granulated cork by mechanical sieving ISO 2030:2018 Aggregate,Granulated cork
AGR.14 Determination of apparent bulk density of granulated cork ISO 2031:2015 Aggregate,Granulated cork
AGR.15 Determination of the resistance to wear (micro-Deval test) EN 1097-1:2011* (Annex A) or EN 1097-1:2023 (Annex A); EN 13450:2002 (Annex E), EN 13450:2005/AC:2004 Ballast The normative document indicated with * is void, and its tecnical validity is not in question.
AGR.16 Determination of resistance to fragmentation - Los Angeles method EN 1097-2:2020 (Annex A); EN 13450:2002 (Annex C); EN 13450:2002/AC:2004 Ballast
AGR.17 Determination of the lenght of railway ballast EN 13450 (section 6.7) Railway ballast
AGR.18 Determination of particle size distribution of armourstone Internal procedure based on EN 13383-2 (section 5) Aggregate,Armourstone The test can be performed according to EN 13383-2:2019 (section 5) or EN 13383-2:2002* (section 5).
AGR.19 Determination of particle size distribution. Sieving method EN 933-1:2012, EN 13450:2002, EN 13450:2002/AC:2004 Ballast
AGR.20 Determination of drying shrinkage EN 1367-4:2008 Aggregates
AGR.26 Determination of length-to-thickness ratio of aggregates for armourstone EN 13383-2:2002* (section 7) Aggregate,Armourstone The normative document indicated with * is void, and its tecnical validity is not in question.