Test subject/product | Type of activity / characteristics tested / method | Reference documents |
Aggregates | Particle composition Scope: (0-80) mm Sieving method | PN-EN 933-1:2012 |
Crystal indicator Scope: (0-63) mm Schultz caliper method | PN-EN 933-4:2008 |
Sand equivalent test | PN-EN 933-8+A1:2015-07 |
Particle density and absorbability Pycnometer method | PN-EN 1097-6:2013-11 |
Particle density and absorbability Wire basket method | PN-EN 1097-6:2013-11 |
Water content | PN-EN 1097-5:2008 |
Resistance to fragmentation Los Angeles Method | PN-EN 1097-2:2020-09 |
Sampling | PN-EN 932-1:1999 p. 8.8-5:200 |
Potential alkaline reactivity Quick method | PN-92/B-06714/46 |
Concrete mixtures | Consistency Scope: (10-210) mm Slump test method | PN-EN 12350-2:2011 PN-EN 12350-2:2019-07 |
Consistency Scope: (340-630) mm Flow table method | PN-EN 12350-5:2011 PN-EN 12350-5:2019-08 |
Air content Scope: (0.1-10)% Pressure method | PN-EN 12350-7:2011 excluding point 4 PN-EN 12350-7:2019-08 excluding point 5 |
Density | PN-EN 12350-6:2011 PN-EN 12350-6:2019-08 |
Sampling | PN-EN 12350-1:2011 PN-EN 12350-1:2019-07 |
Concrete | Compressive strength Force range: (60-3000) kN | PN-EN 12390-3:2011 PN-EN 12390-3:2011/AC:2012 PN-EN 12390-3:2019-07 |
Density | PN-EN 12390-7:2011 PN-EN 12390-7:2019-08 |
Resistance to freezing and thawing in the presence of de-icing salts | PKN-CEN/TS 12390-9:2017-07 |
Frost resistance | PN-88/B-06250:1988 point 6.5.1 PN-B-06265:2018-10 appendix N |
Water permeability | PN-88/B-06250 |
Absorbability | PN-88/B-06250 |
Depth of penetration of pressurized water | PN-EN 12390-8:2011 PN-EN 12390-8:2019-08 |
Bending strength Force range (2-95) kN | PN-EN 12390-5:2011 PN-EN 12390-5:2019-08 |
Tensile splitting strength of test specimens Force range: (50-3000) kN | PN-EN 12390-6:2011 |
Concrete in construction | Sampling | PN-EN 12504-1:2011 PN-EN 12504-1:2019-08 | |
Mineral and bitumen mixtures | Density in water Scope: (2.000-2.750) Mg/m3 Method A | PN-EN 12697-5:2010 PN-EN 12697-5:2010/AC:2012 PN-EN 12697-5:2019-01 |
Volumetric density Scope: (2.000-2.750) Mg/m3 Method B | PN-EN 12697-6:2012 PN-EN 12697-6:2020-07 |
Soluble binder content Scope: (2-10) % | PN-EN 12697-1:2012 p. B.1.2 PN-EN 12697-1:2020-08 p. B.1.7 |
Grading Scope: (0-45) mm | PN-EN 12697-2:2015-06 PN-EN 12697-2+A1:2019-12 PN-EN 933-1:2012 |
Sensitivity to water Method A | PN-EN 12697-12:2018-08 |
Resistance to deformation under load Method B, small apparatus (in the air) | PN-EN 12697-22:2008 PN-EN 12697-22:2020-07 |
Binder flowability Beaker method | PN-EN 12697-18:2017-07 |
Binder flowability Beaker method | PN-EN 12697-8:2005 PN-EN 12697-8:2019-01 |
Indentation using cube or cylindrical specimens | PN-EN 12697-20:2012 PN-EN 12697-20:2020-07 |
Bitumen and bitumen binders | Softening temperature Ring and ball method | PN-EN 1427:2015-08 |
Needle penetration | PN-EN 1426:2015-08 |
Soil | Grading Sieving method | PN-88/B-04481 |
Optimum humidity Maximum bulk density of the soil skeleton Proctor method | PN-88/B-04481 |
Substrate | Modulus of strain Load range: (0.02 - 0.35) MPa VSS plate load method | PN-S-02205:1998 appendix B |
Pavement construction layers | Modulus of strain Load range: (0.02 - 0.45) MPa VS plate load method | PN-S-02205:1998 appendix B |