🇵🇱 BARG CENTRUM Sp. z o.o. PL
ConstructionWater & wastewater
BARG CENTRUM Sp. z o.o. is a laboratory accredited by PCA under number AB 1354 (Ożarów Mazowiecki, Poland). Its accreditation scope covers 65 test methods in the following areas: Construction, Water & wastewater. Test objects include: Concrete, Aggregates, Ground, Bituminous mixtures.
At a glance
- Accreditation number: PCA AB 1354
- Methods in scope: 65
- Types of test objects: 14
- City: Ożarów Mazowiecki, Poland
- Accreditation number
- AB 1354
- Accreditation body
- PCA
- Address
- ul. Kazimierza Kamińskiego 28, 05-850 Ożarów Mazowiecki
- City
- Ożarów Mazowiecki, Poland
What this laboratory tests (14)
- Concrete — 15 methods
- Aggregates — 14 methods
- Ground — 10 methods
- Bituminous mixtures — 5 methods
- Road pavements (asphalt) — 5 methods
- Fresh concrete — 4 methods
- Growing medium — 4 methods
- Concrete in structures — 2 methods
- Cement-stabilized soil — 1 method
- Coatings on concrete and metal substrates — 1 method
- Coatings on metal substrates — 1 method
- Pavement structural layers — 1 method
- Products and systems for the protection and repair of concrete structures — 1 method
- Unbound and hydraulically bound mixtures (Aggregates) — 1 method
Accreditation scope — test methods (65)
| No. | Test object | Methodology / Parameters | Technique | Reference document | |
|---|---|---|---|---|---|
| Test methods | |||||
| 1 | Fresh concrete | Sampling | PN-EN 12350-1:2019-07 | ||
| 2 | Fresh concrete | Consistency Slump method | PN-EN 12350-2:2019-07 | ||
| 3 | Fresh concrete | Consistence Flow table method | PN-EN 12350-5:2019-08 | ||
| 4 | Fresh concrete | Air content Range: (0 - 10) % Pressure gauge method | PN-EN 12350-7:2019-08 | ||
| 5 | Concrete in structures | Sampling | PN-EN 12504-1:2019-08 | ||
| 6 | Aggregates | Sampling | PN-EN 932-1:1999 p.8.8 | ||
| 7 | Ground | Degree of compaction (ld) Light cone penetrometer method | PN-B-04452:2002 p.6 | ||
| 8 | Growing medium | Deformation modulus VSS plate load test method | PN-S 02205:1998 | ||
| 9 | Growing medium | Degree of compaction (ld) Light cone penetrometer method | PN-B-04452:2002 p.6 | ||
| 10 | Growing medium | Dynamic modulus of deformation Range: (15-70) MN/m2 Light dynamic plate method | BC-PB-PD/PQ7.2 | ||
| 11 | Pavement structural layers | Modulus of deformation Range: (0,02 - 0,45) MPa VSS plate loading method | PN-S 02205:1998 | ||
| 12 | Products and systems for the protection and repair of concrete structures | Pull-off adhesion Range: (1 - 16) kN Pull-off method | PN-EN 1542:2000 | ||
| 13 | Coatings on concrete and metal substrates | Pull-off adhesion Range: (1 - 16) kN Pull-off method | PN-EN ISO 4624:2016-05 p.8.4.2 | ||
| 14 | Coatings on metal substrates | Thickness Range: (0 - 592) µm | PN-EN ISO 2808:2020-01 p.5.5.6 | ||
| 15 | Road pavements (asphalt) | Sampling | PN-EN 12697-27:2017-07 p.4.7 | ||
| 16 | Concrete | Compressive strength Range: (50 - 3000) kN | PN-EN 12390-3:2019-07 | ||
| 17 | Concrete | Bending strength Range: (10 - 100) kN | PN-EN 12390-5:2019-08 | ||
| 18 | Concrete | Splitting tensile strength Range: (50 - 3000) kN | PN-EN 12390-6:2024-04 | ||
| 19 | Concrete | Density | PN-EN 12390-7:2019-08 PN-EN 12390-7:2019-08/AC:2021-01 | ||
| 20 | Concrete | Depth of penetration of water under pressure | PN-EN 12390-8:2019-08 | ||
| 21 | Concrete | Frost resistance in the presence of de-icing salt Slab test method | PKN-CEN/TS 12390-9:2007 | ||
| 22 | Concrete | Water absorption | PN-88/B-06250 | ||
| 23 | Concrete | Water permeability | PN-88/B-06250 | ||
| 24 | Concrete | Resistance to freezing Ordinary method | PN-B-06265:2022-08 Zał. N | ||
| 25 | Concrete in structures | Compressive strength Range: (5 - 3000) kN | PN-EN 12504-1:2019-08 | ||
| 26 | Aggregates | Grain composition Range: (0,063 - 90) mm Sieving method | PN-EN 933-1:2012 | ||
| 27 | Aggregates | Fines content Sieving method | |||
| 28 | Aggregates | Flakiness index | PN-EN 933-3:2012 | ||
| 29 | Aggregates | Content of grains with crushed and broken surfaces | PN-EN 933-5:2000 PN-EN 933-5:2000/A1:2005 | ||
| 30 | Aggregates | Content of crushed particles | PN-EN 933-5:2023-05 | ||
| 31 | Aggregates | Sand equivalent value | PN-EN 933-8+A1:2015-07 | ||
| 32 | Aggregates | Resistance to fragmentation Los Angeles method | PN-EN 1097-2:2020-09 | ||
| 33 | Aggregates | Bulk density | PN-EN 1097-3:2000 z wył. Zał. A | ||
| 34 | Aggregates | Water content Gravimetric method | PN-EN 1097-5:2008 | ||
| 35 | Aggregates | Water absorption | PN-EN 1097-6:2022-07 | ||
| 36 | Aggregates | Frost resistance in water | PN-EN 1367-1:2007 | ||
| 37 | Unbound and hydraulically bound mixtures (Aggregates) | Optimum water content and maximum dry density Proctor method | PN-EN 13286-2:2010 z wył. p.7.3 i p.7.6 PN-EN 13286-2:2010/AC:2014-07 | ||
| 38 | Ground | Sieve analysis – fraction content Range: (0,063 – 40) mm | PN-88/B-04481 p.4.1 | ||
| 39 | Ground | Content of the <0,063 mm fraction | |||
| 40 | Ground | Moisture Gravimetric method | PN-88/B-04481 p.5.1 | ||
| 41 | Ground | Optimum moisture content Maximum dry density of the soil skeleton Proctor method (method I and II) | PN-88/B-04481 p.8 | ||
| 42 | Ground | Organic matter content Gravimetric method (oxidation) | PN-88/B-04481 p.4.4 | ||
| 43 | Ground | Passive capillarity | PN-60/B-04493 | ||
| 44 | Ground | Bearing ratio wnoś | PN-S 02205:1998 | ||
| 45 | Ground | Compaction index (ls) Pressed cylinder method | PN-88/B-04481 p.5.2.6 BN-77/8931-12 p.4 | ||
| 46 | Cement-stabilized soil | Compressive strength Range (2 - 50) kN | PN-S 96012:1997 | ||
| 47 | Growing medium | Compaction index (ls) Pressed cylinder method | PN-88/B-04481 p.5.2.6 BN-77/8931-12 p.4 | ||
| 48 | Bituminous mixtures | Soluble binder content | PN-EN 12697-1:2020-08 p.B.1.7 | ||
| 49 | Bituminous mixtures | Grading | PN-EN 12697-2+A1:2019-12 | ||
| 50 | Bituminous mixtures | Density in water Method A | PN-EN 12697-5:2019-01 | ||
| 51 | Bituminous mixtures | Bulk density Method B | PN-EN 12697-6:2020-07 | ||
| 52 | Bituminous mixtures | Air void content (calculated) | PN-EN 12697-8:2019-07 p.4 | ||
| 53 | Road pavements (asphalt) | Density in water Method A | PN-EN 12697-5:2019-01 | ||
| 54 | Road pavements (asphalt) | Bulk density Method B | PN-EN 12697-6:2020-07 | ||
| 55 | Road pavements (asphalt) | Air void content (calculated) | PN-EN 12697-8:2019-07 p.4 | ||
| 56 | Road pavements (asphalt) | Degree of compaction index (calculated) | PN-EN 13108-20:2016-07 Zał. C.4 | ||
| 57 | Concrete | Compressive strength Range: (100 - 3000) kN | PN-EN 12390-3:2019-07 | ||
| 58 | Concrete | Density Method: determination of sample volume based on dimensions | PN-EN 12390-7:2019-08 PN-EN 12390-7:2019-08/AC:2021-01 | ||
| 59 | Concrete | Compressive strength Range: (30 - 3000) kN | PN-EN 12390-3:2019-07 | ||
| 60 | Concrete | Flexural strength Range: (2 - 100) kN | PN-EN 12390-5:2019-08 | ||
| 61 | Concrete | Splitting tensile strength Range: (30 - 500) kN | PN-EN 12390-6:2011 | ||
| 62 | Aggregates | Grading Range: (0,063 - 63) mm Sieving method | PN-EN 933-1:2012 | ||
| 63 | Ground | Sieve analysis – fraction content Range: (0,063 - 40) mm | PN-88/B-04481 p. 4.1 | ||
| 64 | Concrete | Compressive strength Range: (50 – 2800) kN | PN-EN 12390-3:2019-07 | ||
| 65 | Aggregates | Resistance to abrasion Micro-Deval method | PN-EN 1097-1:2011 | ||
Reference standards (48)
BC-PB-PD/PQ7.2
PKN-CEN/TS 12390-9:2007
PN-60/B-04493
PN-88/B-04481 p. 4.1
PN-88/B-04481 p.4.1
PN-88/B-04481 p.4.4
PN-88/B-04481 p.5.1
PN-88/B-04481 p.5.2.6 BN-77/8931-12 p.4
PN-88/B-04481 p.8
PN-88/B-06250
PN-B-04452:2002 p.6
PN-B-06265:2022-08 Zał. N
PN-EN 1097-1:2011
PN-EN 1097-2:2020-09
PN-EN 1097-3:2000 z wył. Zał. A
PN-EN 1097-5:2008
PN-EN 1097-6:2022-07
PN-EN 12350-1:2019-07
PN-EN 12350-2:2019-07
PN-EN 12350-5:2019-08
PN-EN 12350-7:2019-08
PN-EN 12390-3:2019-07
PN-EN 12390-5:2019-08
PN-EN 12390-6:2011
PN-EN 12390-6:2024-04
PN-EN 12390-7:2019-08 PN-EN 12390-7:2019-08/AC:2021-01
PN-EN 12390-8:2019-08
PN-EN 12504-1:2019-08
PN-EN 12697-1:2020-08 p.B.1.7
PN-EN 12697-2+A1:2019-12
PN-EN 12697-27:2017-07 p.4.7
PN-EN 12697-5:2019-01
PN-EN 12697-6:2020-07
PN-EN 12697-8:2019-07 p.4
PN-EN 13108-20:2016-07 Zał. C.4
PN-EN 13286-2:2010 z wył. p.7.3 i p.7.6 PN-EN 13286-2:2010/AC:2014-07
PN-EN 1367-1:2007
PN-EN 1542:2000
PN-EN 932-1:1999 p.8.8
PN-EN 933-1:2012
PN-EN 933-3:2012
PN-EN 933-5:2000 PN-EN 933-5:2000/A1:2005
PN-EN 933-5:2023-05
PN-EN 933-8+A1:2015-07
PN-EN ISO 2808:2020-01 p.5.5.6
PN-EN ISO 4624:2016-05 p.8.4.2
PN-S 02205:1998
PN-S 96012:1997