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LABORATORY TESTS

Testing areas (15)
Products (101)

Reference Designation/Description Accredited
assay
Reference
standards
Product/
Material
Comments (Administrator)
OMC.03 Load test on element of raised access floors NP EN 12825 (point 5.2.1) Raised access floors
OMC.04 Permanent deformation test on element of raised access floors NP EN 12825 (point 5.4) Raised access floors
OMC.05 Hard body impact test of raised access floors NP EN 12825 (point 5.5.1) Raised access floors
OMC.06 Soft body impact test of raised access floors NP EN 12825 (point 5.5.2) Raised access floors
OMC.07 Determination of the length of the panel sides of raised access floors NP EN 12825 (point 5.6.3) Raised access floors
OMC.08 Determination of the squareness of the panel of raised access floors NP EN 12825 (point 5.6.4) Raised access floors
OMC.09 Determination of the straightness of sides horizontal to the raised access floors NP EN 12825 (point 5.6.5) Raised access floors
OMC.10 Determination of the thickness of panels of raised access floors NP EN 12825 (point 5.6.6) Raised access floors
OMC.11 Determination of panel twist of raised access floors NP EN 12825 (point 5.6.7) Raised access floors
OMC.12 Determination of the vertical warping of panels of raised access floors NP EN 12825 (point 5.6.8) Raised access floors
OMC.13 Determination of the difference in height between perimeter trims and the surface of the panel of raised access floors NP EN 12825 (point 5.6.9) Raised access floors
OMC.14 Determination of the peel resistance of raised access floors NP EN 12825 (point 5.7) Raised access floors
OMC.22 Determination of the tensile strength and modulus of elasticity EN 14889-1:2006 (sections 5.3 and 5.4); ISO 6892-1:2019 Steel fibres for concrete
OMC.23 Determination of the tensile strength and modulus of elasticity EN 14889-2:2006 (sections 5.4.2 and 5.5); ISO 6892-1:2019 Polymeric fibres for concrete
OMC.33 Determination of the tensile strenght and tenacity EN 14889-2:2006 (secções 5.3.4 e 5.4.1); ISO 2062:2009 (Método A - Manual) Polymeric fibers for concrete