🇵🇱 TRI EUROPE SP. Z O.O. PL
Water & wastewater
TRI EUROPE SP. Z O.O. is a laboratory accredited by PCA under number AB 1801 (Nadarzyn, Poland). Its accreditation scope covers 22 test methods in the following areas: Water & wastewater. Test objects include: Geosynthetics, Geosynthetics (geosynthetic clay barriers), Geotextiles and geotextile-related products, Plastics (geomembranes and films). Most frequently used techniques: Method: tensile test, Method: constant head, Method: gravimetric.
At a glance
- Accreditation number: PCA AB 1801
- Methods in scope: 22
- Types of test objects: 5
- Techniques used: 12
- City: Nadarzyn, Poland
- Accreditation number
- AB 1801
- Accreditation body
- PCA
- Address
- ul. Zarzewie 12, 05-830 Nadarzyn
- City
- Nadarzyn, Poland
What this laboratory tests (5)
- Geosynthetics — 8 methods
- Geosynthetics (geosynthetic clay barriers) — 6 methods
- Geotextiles and geotextile-related products — 6 methods
- Plastics (geomembranes and films) — 1 method
- Textiles — 1 method
Analytical techniques used (12)
- Method: tensile test — 5 methods
- Method: constant head — 2 methods
- Method: gravimetric — 2 methods
- Method: volumetric — 2 methods
- Flexible wall permeameter method under constant head — 1 method
- Method: dynamic puncture - dropped cone test — 1 method
- Method: presser foot with variable load — 1 method
- Method: sieve analysis — 1 method
- Method: static puncture — 1 method
- Method: static puncture - CBR method — 1 method
- Method: wide-width — 1 method
- Strip method — 1 method
Laboratory locations
- TRI EUROPE SP. Z O.O. (main site) — ul. Zarzewie 12, 05-830 Nadarzyn
- Laboratory — ul. Zarzewie 12, 05-830 Nadarzyn
Certificate information
- Issue date
- 20.07.2026
- Issue no.
- 9
Accreditation scope — test methods (22)
| No. | Test object | Methodology / Parameters | Technique | Reference document | |
|---|---|---|---|---|---|
| Laboratory | |||||
| 1 | Geosynthetics | Puncturing force; Displacement at puncture Range (0 – 25) kN |
Method: static puncture - CBR method | PN-EN ISO 12236:2007 | EN ISO 12236:2006 | |
| 2 | Geosynthetics | Pyramid puncture force; Displacement at puncture Range (0 – 25) kN |
Method: static puncture | PN-EN ISO 14574:2015-12 | EN ISO 14574:2015 | |
| 3 | Geosynthetics | Hole diameter Range (0 – 50) mm |
Method: dynamic puncture - dropped cone test | PN-EN ISO 13433:2007 | EN ISO 13433:2006 | PN-EN ISO 13433:2025-11 | EN ISO 13433:2025 | |
| 4 | Geosynthetics | Tensile strength; Strain at maximum load Range (0 – 250) kN |
Method: wide-width | PN-EN ISO 10319:2025-03 | EN ISO 10319:2024 | |
| 5 | Geosynthetics | Tensile properties Range (0 – 25) kN |
Method: tensile test | PN-EN 17323:2020-11 | EN 17323:2020 | |
| 6 | Geosynthetics | Strength of internal structural junctions Range (0 – 250) kN |
Method: tensile test | PN-EN ISO 13426-1:2020-05 | ISO 13426-1:2019 | PN-EN ISO 13426-2:2024-12 | ISO 13426-2:2024 | |
| 7 | Geosynthetics | Mass per unit area Range (0 – 4500) g |
Method: gravimetric | PN-EN ISO 9864:2007 | EN ISO 9864:2005 | |
| 8 | Geosynthetics | Thickness at specified pressures | Method: presser foot with variable load | PN-EN ISO 9863-1:2016-09 | PN-EN ISO 9863-1:2016-09/A1:2020-05 | EN ISO 9863-1:2016 | EN ISO 9863-1:2016-09/A1:2019 | |
| 9 | Geotextiles and geotextile-related products | Water permeability normal to the plane without load | Method: constant head | PN-EN ISO 11058:2019-07 | EN ISO 11058:2019 | |
| 10 | Geotextiles and geotextile-related products | Determination of in-plane flow capacity | Method: constant head | PN-EN ISO 12958-1:2021-05 | EN ISO 12958-1:2020 | PN-EN ISO 12958-2:2021-05 | EN ISO 12958-2:2020 | |
| 11 | Geotextiles and geotextile-related products | Characteristic opening size | Method: sieve analysis | PN-EN ISO 12956:2020-06 | EN ISO 12956:2020 | |
| 12 | Geotextiles and geotextile-related products | Determination of resistance to weathering | PN-EN 12224:2002 | EN 12224:2000 | PN-EN 12226:2012 | EN 12226:2012 | ||
| 13 | Geotextiles and geotextile-related products | Determination of resistance to hydrolysis in water | PN-EN 12447:2022-02 | EN 12447:2021 | PN-EN 12226:2012 | EN 12226:2012 | ||
| 14 | Geotextiles and geotextile-related products | Determination of resistance to oxidation | PN-EN ISO 13438:2019-02 | EN ISO 13438:2018 | PN-EN 14575:2007 | EN 14575:2005 | PN-EN 12226:2012 | PN-EN 12226:2012 | ||
| 15 | Textiles | Maximum tensile force; Strain at maximum force Range (0 – 25000) N |
Strip method | PN-EN ISO 13934-1:2013-07 | EN ISO 13934-1:2013 | |
| 16 | Geosynthetics (geosynthetic clay barriers) | Determination of water flux index | Flexible wall permeameter method under constant head | PN-EN 16416:2014-01 | EN 16416:2014 | PN-EN 16416:2023-07 | EN 16416:2023 | ASTM D5887/D5887M-23 | |
| 17 | Geosynthetics (geosynthetic clay barriers) | Swell index of clay mineral component Range |
Method: volumetric | ASTM D5890-25 | |
| 18 | Geosynthetics (geosynthetic clay barriers) | Fluid loss of clay component Range |
Method: volumetric | D5891/D5891M − 25 | |
| 19 | Geosynthetics (geosynthetic clay barriers) | Mass per unit area Range (0 – 4500) g |
Method: gravimetric | PN-EN 14196:2016-03 | EN 14196:2016 | ASTM D5993-18 (2022) | |
| 20 | Geosynthetics (geosynthetic clay barriers) | Tensile strength of geosynthetic clay liners Range (0 – 250) kN |
Method: tensile test | ASTM D6768 / D6768M-20 | |
| 21 | Geosynthetics (geosynthetic clay barriers) | Peel strength of geosynthetic clay liners Range (0 – 250) kN |
Method: tensile test | ASTM D6496 / D6496M-23a | |
| 22 | Plastics (geomembranes and films) | Tensile properties Range (0 – 25) kN |
Method: tensile test | PN-EN ISO 527-1:2020-01 | EN ISO 527-1:2019 | PN-EN ISO 527-2:2012 | EN ISO 527-2:2012 | PN-EN ISO 527-3:2019-01 | EN ISO 527-3:2018 | PN-EN ISO 527-2:2025-12 | EN-ISO 527-2:2025 | |
Reference standards (62)
ASTM D5887/D5887M-23
ASTM D5890-25
ASTM D5993-18 (2022)
ASTM D6496 / D6496M-23a
ASTM D6768 / D6768M-20
D5891/D5891M − 25
EN 12224:2000
EN 12226:2012
EN 12447:2021
EN 14196:2016
EN 14575:2005
EN 16416:2014
EN 16416:2023
EN 17323:2020
EN ISO 10319:2024
EN ISO 11058:2019
EN ISO 12236:2006
EN ISO 12956:2020
EN ISO 12958-1:2020
EN ISO 12958-2:2020
EN ISO 13433:2006
EN ISO 13433:2025
EN ISO 13438:2018
EN ISO 13934-1:2013
EN ISO 14574:2015
EN ISO 527-1:2019
EN ISO 527-2:2012
EN ISO 527-3:2018
EN ISO 9863-1:2016
EN ISO 9863-1:2016-09/A1:2019
EN ISO 9864:2005
EN-ISO 527-2:2025
ISO 13426-1:2019
ISO 13426-2:2024
PN-EN 12224:2002
PN-EN 12226:2012
PN-EN 12447:2022-02
PN-EN 14196:2016-03
PN-EN 14575:2007
PN-EN 16416:2014-01
PN-EN 16416:2023-07
PN-EN 17323:2020-11
PN-EN ISO 10319:2025-03
PN-EN ISO 11058:2019-07
PN-EN ISO 12236:2007
PN-EN ISO 12956:2020-06
PN-EN ISO 12958-1:2021-05
PN-EN ISO 12958-2:2021-05
PN-EN ISO 13426-1:2020-05
PN-EN ISO 13426-2:2024-12
PN-EN ISO 13433:2007
PN-EN ISO 13433:2025-11
PN-EN ISO 13438:2019-02
PN-EN ISO 13934-1:2013-07
PN-EN ISO 14574:2015-12
PN-EN ISO 527-1:2020-01
PN-EN ISO 527-2:2012
PN-EN ISO 527-2:2025-12
PN-EN ISO 527-3:2019-01
PN-EN ISO 9863-1:2016-09
PN-EN ISO 9863-1:2016-09/A1:2020-05
PN-EN ISO 9864:2007