Itecons has at its disposal modern facilities designed to carry out a variety of tests including physical and mechanical accredited tests in accordance with the latest national and European standards. We perform resistance tests, durability studies, property verification and fault analysis.
Reference | Designation/Description | Accredited assay |
Reference standards |
Product/ Material |
Comments (Administrator) |
---|---|---|---|---|---|
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. | |
AGR.27 | Determination of particle density and water absorption of armourstone | EN 13383-2:2002* (section 8) | Aggregate, Armourstone | The normative document indicated with * is void, and its tecnical validity is not in question. | |
AGR.28 | Classification of recycled coarse aggregate constituents | EN 933-11:2011 | Aggregate | ||
AGR.30 | Determination of harmful ballast elements | Internal procedure | Aggregate, Railway ballast | ||
AGR.32 | Determination of the voids of dry compacted filler | EN 1097-4:2008 | Aggregates | ||
AGR.33 | Determination of percentage of crushed and broken surfaces in coarse aggregate particles | NP EN 933-5:2010* or EN 933-5:2022 | Aggregate | The normative document indicated with * is void, and its tecnical validity is not in question. | |
AGR.35 | Determination of the dry density and water content - Proctor compaction test | EN 13286-2:2010 (Except for mould C and Annex B), EN 13286-2:2010/AC:2012 | Unbound and hydraulically bound aggregates | ||
AGR.36 | Determination of California bearing ratio (CBR), immediate bearing index and the linear swelling | EN 13286-47:2021 | Unbound and hydraulically bound aggregates | ||
ARG.00 | Mortar characterization - Other tests (standards EN, ASTM, LNEC…) | Diverse | Mortar | ||
ARG.01 | Determination of particle size distribution of mortars by sieve analysis | EN 1015-1:1998, EN 1015-1:1998/A1:2006 | Mortar | ||
ARG.02 | Determination of density (vibration method, filling method and shock method) | EN 1015-6:1998, EN 1015-6:1998/A1:2006 | Mortars | ||
ARG.03.01 | Determination of workable life and correction time of fresh mortar - Method A | EN 1015-9:1999, EN 1015-9:1999/A1:2006 (Method A) | Mortar | ||
ARG.03.02 | Determination of workable life and correction time of fresh mortar - Method B | EN 1015-9:1999, EN 1015-9:1999/A1:2006 (Method B) | Mortar | ||
ARG.03.03 | Determination of workable life and correction time of fresh mortar - Method C | EN 1015-9:1999, EN 1015-9:1999/A1:2006 (Method C) | Mortar |