🇵🇱 BARG POŁUDNIE Sp. z o.o. PL
ConstructionWater & wastewater
BARG POŁUDNIE Sp. z o.o. is a laboratory accredited by PCA under number AB 804 (Siemianowice Śląskie, Poland). Its accreditation scope covers 70 test methods in the following areas: Construction, Water & wastewater. Test objects include: Concrete, Ground, Road pavements (asphalt), Aggregates. Most frequently used techniques: Driven cylinder method, Ordinary method, Method of determining sample volume from dimensions.
At a glance
- Accreditation number: PCA AB 804
- Methods in scope: 70
- Types of test objects: 13
- Techniques used: 15
- City: Siemianowice Śląskie, Poland
- Accreditation number
- AB 804
- Accreditation body
- PCA
- Address
- ul. Budowlana 19, 41-100 Siemianowice Śląskie
- City
- Siemianowice Śląskie, Poland
What this laboratory tests (13)
- Concrete — 18 methods
- Ground — 12 methods
- Road pavements (asphalt) — 8 methods
- Aggregates — 7 methods
- Bituminous mixtures — 6 methods
- Growing medium — 6 methods
- Cement — 3 methods
- Concrete in structures — 3 methods
- Fresh concrete — 3 methods
- Cement-stabilized soil — 1 method
- Fly ash — 1 method
- Pavement structural layers — 1 method
- Products and systems for the protection and repair of concrete structures — 1 method
Analytical techniques used (15)
- Driven cylinder method — 6 methods
- Ordinary method — 4 methods
- Method of determining sample volume from dimensions — 3 methods
- Proctor method — 3 methods
- Sieving method — 3 methods
- Light probe with conical tip method — 2 methods
- Light probe with conical tip method (calculated) — 2 methods
- Method A — 2 methods
- Method B — 2 methods
- VSS plate loading method — 2 methods
- Le Chatelier method — 1 method
- Pressure gauge method — 1 method
- Pull-off method — 1 method
- Slump test method — 1 method
- Vicat apparatus method — 1 method
Laboratory sections (3)
- Kraków Laboratory; (stationary technical activity) — 29 methods
- Laboratory Siemianowice Śląskie; (stationary technical activity) — 14 methods
- Laboratory Rzeszów; (stationary technical activity) — 13 methods
Laboratory locations
- Laboratorium Siemianowice Śląskie — ul. Budowlana 19, 41-100 Siemianowice Śląskie
- Laboratorium Kraków — ul. Zakliki z Mydlnik 16, 30-198 Kraków
- Laboratorium Rzeszów — ul. Warszawska 139, 35-205 Rzeszów
- Laboratorium Kraków; (stacjonarna działalność techniczna) —
- Laboratorium Rzeszów; (stacjonarna działalność techniczna) —
- Laboratorium Siemianowice Śląskie; (stacjonarna działalność techniczna) —
Accreditation scope — test methods (70)
| 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 test method | PN-EN 12350-2:2019-07 | |
| 3 | Fresh concrete | Air content Range (0 - 10) % |
Pressure gauge method | PN-EN 12350-7:2019-08 | |
| 4 | Concrete in structures | Sampling | PN-EN 12504-1:2019-08 | ||
| 5 | Aggregates | Sampling | PN-EN 932-1:1999 p.8.8 | ||
| 6 | Ground | Compacting degree (ld) | Light probe with conical tip method | PN-B-04452:2002 p.6 | |
| 7 | Ground | Compaction index (Is) | Light probe with conical tip method (calculated) | PN-B-04452:2002 p.6 | |
| 8 | Growing medium | Deformation modulus | VSS plate loading method | PN-S 02205:1998 | |
| 9 | Growing medium | Compacting degree (ld) | Light probe with conical tip method | PN-B-04452:2002 p.6 | |
| 10 | Growing medium | Compaction index (Is) | Light probe with conical tip method (calculated) | PN-B-04452:2002 p.6 | |
| 11 | Pavement structural layers | Deformation modulus 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 | Adhesion by pull-off Range (0,3-16) kN |
Pull-off method | PN-EN 1542:2000 | |
| 13 | Bituminous mixtures | Sampling | PN-EN 12697-27-2017-07 p.4.1, p.4.3 | ||
| 14 | Road pavements (asphalt) | Sampling | PN-EN 12697-27-2017-07 p.4.7 | ||
| Laboratory Siemianowice Śląskie; (stationary technical activity) | |||||
| 15 | Concrete | Compressive strength Range (100 – 3000) kN |
PN-EN 12390-3:2019-07 | ||
| 16 | Concrete | Density | Method of determining sample volume from dimensions | PN-EN 12390-7:2019-08 | PN-EN 12390-7:2019-08/AC:2021-01 | |
| 17 | Concrete | Water absorption | PN-88/B-06250 | ||
| 18 | Concrete | Water permeability Range (2 – 10) bar |
PN-88/B-06250 | ||
| 19 | Concrete | Resistance to freezing | Ordinary method | PN-88/B-06250 | PN-B-06265:2022-08 Zał. N | |
| 20 | Aggregates | Particle size distribution Range (0,063 – 31,5) mm |
Sieving method | PN-EN 933-1:2012 | |
| 21 | Aggregates | Dust content | PN-EN 933-1:2012 | ||
| 22 | Ground | Optimum moisture content, Maximum dry density of the soil skeleton | Proctor method | PN-88/B-04481 p.8 | |
| 23 | Ground | Compaction index (Is) | Driven cylinder method | PN-88/B-04481 p.5.2.6 BN-77/8931-12 p.4 | |
| 24 | Growing medium | Degree of compaction index (ls) | Driven cylinder method | PN-88/B-04481 p.5.2.6 BN-77/8931-12 p.4 | |
| 25 | Cement | Compressive strength Range (5-250) kN |
PN-EN 196-1:2016-07 | ||
| 26 | Cement | Setting time | Vicat apparatus method | PN-EN 196-3:2016-12 | |
| 27 | Cement | Soundness | Le Chatelier method | PN-EN 196-3:2016-12 | |
| 28 | Fly ash | Pozzolanic activity Range (5-250) kN |
PN-EN 450-1:2012 | PN-EN 196-1:2016-07 | ||
| Kraków Laboratory; (stationary technical activity) | |||||
| 29 | Concrete | Compressive strength Range (50 - 3000) kN |
PN-EN 12390-3:2019-07 | ||
| 30 | Concrete | Density | Method of determining sample volume from dimensions | PN-EN 12390-7:2019-08 | PN-EN 12390-7:2019-08/AC:2021-01 | |
| 31 | Concrete | Flexural strength Range (2-135) kN |
PN-EN 12390-5:2019-08 | ||
| 32 | Concrete | Depth of penetration of water under pressure | PN-EN 12390-8:2019-08 | ||
| 33 | Concrete | Water absorption | PN-88/B-06250 | ||
| 34 | Concrete | Water permeability Range (2 – 10) bar |
PN-88/B-06250 | ||
| 35 | Concrete | Resistance to freezing | Ordinary method | PN-88/B-06250 | PN-B-06265:2022-08 Zał. N | |
| 36 | Concrete in structures | Compressive strength Range (50-3000) kN |
PN-EN 12504-1:2019-08 | ||
| 37 | Concrete in structures | Resistance to freezing | Ordinary method | PN-88/B-06250 | PN-B-06265:2022-08 Zał. N | |
| 38 | Ground | Optimum moisture content, Maximum dry density of the soil skeleton | Proctor method | PN-88/B-04481 p.8 | |
| 39 | Ground | Compaction index (Is) | Driven cylinder method | PN-88/B-04481 p.5.2.6 BN-77/8931-12 p.4 | |
| 40 | Ground | Sieve analysis Range (0,063 – 40) mm |
PN-88/B-04481 p.4.1 | ||
| 41 | Ground | Content of the <0,063mm fraction | PN-88/B-04481 p.4.1 | ||
| 42 | Cement-stabilized soil | Compressive strength Range (2-150) kN |
PN-S 96012:1997 | ||
| 43 | Growing medium | Degree of compaction index (ls) | Driven cylinder method | PN-88/B-04481 p.5.2.6 BN-77/8931-12 p.4 | |
| 44 | Aggregates | Particle size distribution Range (0,063 – 90) mm |
Sieving method | PN-EN 933-1:2012 | |
| 45 | Aggregates | Dust content | PN-EN 933-1:2012 | ||
| 46 | Bituminous mixtures | Soluble binder content | PN-EN 12697-1:2020-08 p.B.1.7 | ||
| 47 | Bituminous mixtures | Grading | PN-EN 12697-2:2025-06 | ||
| 48 | Bituminous mixtures | Density in water | Method A | PN-EN 12697-5:2019-01 | |
| 49 | Bituminous mixtures | Bulk density | Method B | PN-EN 12697-6:2020-07 | |
| 50 | Bituminous mixtures | Air void content (calculated) | PN-EN 12697-8:2019-01 p.4 | ||
| 51 | Road pavements (asphalt) | Soluble binder content | PN-EN 12697-1:2020-08 p.B.1.7 | ||
| 52 | Road pavements (asphalt) | Grading | PN-EN 12697-2:2025-06 | ||
| 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 12697-8:2019-01 p.4 | ||
| 56 | Road pavements (asphalt) | Layer compaction index (calculated) | PN-EN 13108-20:2016-07 Zał. C.4 | ||
| 57 | Road pavements (asphalt) | Layer thickness | PN-EN 12697-36:2022-09 p.6.1 | ||
| Laboratory Rzeszów; (stationary technical activity) | |||||
| 58 | Concrete | Compressive strength Range (200-3000) kN |
PN-EN 12390-3:2019-07 | ||
| 59 | Concrete | Density | Method of determining sample volume from dimensions | PN-EN 12390-7:2019-08 | PN-EN 12390-7:2019-08/AC:2021-01 | |
| 60 | Concrete | Depth of penetration of water under pressure | PN-EN 12390-8:2019-08 | ||
| 61 | Concrete | Water absorption | PN-88/B-06250 | ||
| 62 | Concrete | Water permeability Range (2 – 10) bar |
PN-88/B-06250 | ||
| 63 | Concrete | Resistance to freezing | Ordinary method | PN-88/B-06250 | PN-B-06265:2022-08 Zał. N | |
| 64 | Aggregates | Particle size distribution Range (0,063 – 63) mm |
Sieving method | PN-EN 933-1:2012 | |
| 65 | Aggregates | Dust content | PN-EN 933-1:2012 | ||
| 66 | Ground | Sieve analysis Range (0,063-40) mm |
PN-88/B-04481 p.4.1 | ||
| 67 | Ground | Content of the <0,063mm fraction | PN-88/B-04481 p.4.1 | ||
| 68 | Ground | Optimum moisture content, Maximum dry density of the soil skeleton | Proctor method | PN-88/B-04481 p.8 | |
| 69 | Ground | Compaction index (Is) | Driven cylinder method | PN-88/B-04481 p.5.2.6 BN-77/8931-12 p.4 | |
| 70 | Growing medium | Degree of compaction index (ls) | Driven cylinder method | PN-88/B-04481 p.5.2.6 BN-77/8931-12 p.4 | |
Reference standards (32)
PN-88/B-04481 p.4.1
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 12350-1:2019-07
PN-EN 12350-2:2019-07
PN-EN 12350-7:2019-08
PN-EN 12390-3:2019-07
PN-EN 12390-5:2019-08
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 12697-27-2017-07 p.4.1, p.4.3
PN-EN 12697-27-2017-07 p.4.7
PN-EN 12697-2:2025-06
PN-EN 12697-36:2022-09 p.6.1
PN-EN 12697-5:2019-01
PN-EN 12697-6:2020-07
PN-EN 12697-8:2019-01 p.4
PN-EN 13108-20:2016-07 Zał. C.4
PN-EN 1542:2000
PN-EN 196-1:2016-07
PN-EN 196-3:2016-12
PN-EN 450-1:2012
PN-EN 932-1:1999 p.8.8
PN-EN 933-1:2012
PN-S 02205:1998
PN-S 96012:1997