🇵🇱 BARG ZACHÓD Sp. z o.o. PL
ConstructionWater & wastewater
BARG ZACHÓD Sp. z o.o. is a laboratory accredited by PCA under number AB 1527 (Poznań, Poland). Its accreditation scope covers 58 test methods in the following areas: Construction, Water & wastewater. Test objects include: Ground, Aggregates, Concrete, Road pavements (asphalt). Most frequently used techniques: Driven cylinder method, Sieving method, Light probe with conical tip method.
At a glance
- Accreditation number: PCA AB 1527
- Methods in scope: 58
- Types of test objects: 11
- Techniques used: 15
- City: Poznań, Poland
- Accreditation number
- AB 1527
- Accreditation body
- PCA
- Address
- ul. Kazimierza Drewnowskiego 2B, 61-248 Poznań
- City
- Poznań, Poland
What this laboratory tests (11)
- Ground — 12 methods
- Aggregates — 11 methods
- Concrete — 11 methods
- Road pavements (asphalt) — 6 methods
- Bituminous mixtures — 5 methods
- Growing medium — 5 methods
- Fresh concrete — 3 methods
- Concrete in structures — 2 methods
- Cement-stabilized soil — 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 — 4 methods
- Sieving method — 4 methods
- Light probe with conical tip method — 2 methods
- Method A — 2 methods
- Method B — 2 methods
- Proctor method (method I and II) — 2 methods
- VSS plate loading method — 2 methods
- Gravimetric method — 1 method
- Light dynamic plate method — 1 method
- Los Angeles method — 1 method
- Ordinary method — 1 method
- Pressure gauge method — 1 method
- Pull-off method — 1 method
- Pycnometric method — 1 method
- Slump test method — 1 method
Laboratory sections (2)
- BARG ZACHÓD Sp. z o.o.; Poznań Laboratory; (stationary technical activity) — 36 methods
- BARG ZACHÓD Sp. z o.o.; Laboratory Sulechów; (stationary technical activity) — 10 methods
Laboratory locations
- Laboratorium Poznań — ul. Kazimierza Drewnowskiego 2B, 61-248 Poznań
- Laboratorium Sulechów — ul. G. Narutowicza 8, 66-100 Sulechów
- BARG ZACHÓD Sp. z o.o.; Laboratorium Poznań; (stacjonarna działalność techniczna) —
- BARG ZACHÓD Sp. z o.o.; Laboratorium Sulechów; (stacjonarna działalność techniczna) —
Accreditation scope — test methods (58)
| 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 | Sampling | PN-EN 932-1:1999 p. 8.8 | ||
| 7 | Ground | Density index (Id) | Light probe with conical tip method | PN-B-04452:2002 p. 6 | |
| 8 | Growing medium | Deformation modulus | VSS plate loading method | PN-S 02205:1998 | |
| 9 | Growing medium | Dynamic deformation modulus Range (15-70) MN/m2 |
Light dynamic plate method | PO-PD/PQ7.2 | |
| 10 | Growing medium | Density index (Id) | Light probe with conical tip method | 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 | Pull-off strength Range (0,4 - 10) kN |
Pull-off method | PN-EN 1542:2000 | |
| BARG ZACHÓD Sp. z o.o.; Poznań Laboratory; (stationary technical activity) | |||||
| 13 | Concrete | Compressive strength Range (100 – 3000) kN |
PN-EN 12390-3:2019-07 | ||
| 14 | Concrete | Density, Determination of volume from the sample dimensions | PN-EN 12390-7:2019-08 | PN-EN 12390-7:2019-08/AC:2021-01 | ||
| 15 | Concrete | Flexural strength Range (10 – 100) kN |
PN-EN 12390-5:2019-08 | ||
| 16 | Concrete | Splitting tensile strength Range (100 – 3000) kN |
PN-EN 12390-6:2024-04 | ||
| 17 | Concrete | Depth of penetration of water under pressure | PN-EN 12390-8:2019-08 | ||
| 18 | Concrete | Water absorption | PN-88/B-06250 | ||
| 19 | Concrete | Water permeability | PN-88/B-06250 | ||
| 20 | Concrete | Resistance to freezing | Ordinary method | PN-88/B-06250 | PN-B-06265:2018-10 Zał. N | PN-B-06265:2022-08 Zał. N | |
| 21 | Concrete in structures | Compressive strength Range (20 - 3000) kN |
PN-EN 12504-1:2019-08 | ||
| 22 | Aggregates | Particle size distribution Range (0,063 - 90) mm |
Sieving method | PN-EN 933-1:2012 | |
| 23 | Aggregates | Dust content | Sieving method | PN-EN 933-1:2012 | |
| 24 | Aggregates | Sand equivalent value | PN-EN 933-8+A1:2015-07 | ||
| 25 | Aggregates | Resistance to fragmentation | Los Angeles method | PN-EN 1097-2:2020-09 | PN-EN 13450:2004 zał. C | |
| 26 | Aggregates | Water content | Gravimetric method | PN-EN 1097-5:2008 | |
| 27 | Aggregates | Particle density and water absorption | Pycnometric method | PN-EN 1097-6:2022-07 | |
| 28 | Aggregates | Frost resistance in water | PN-EN 1367-1:2007 | PN-EN 13450:2004 zał. F | ||
| 29 | Aggregates | California Bearing Ratio CBR | PN-EN 13286-47:2022-04 | ||
| 30 | Ground | Sieve analysis – fraction content Range (0,063 - 40) mm |
PN-88/B-04481 p.4.1 | ||
| 31 | Ground | Content of the < 0,063 mm fraction | PN-88/B-04481 p.4.1 | ||
| 32 | Ground | Optimum moisture content, Maximum dry density of the soil skeleton | Proctor method (method I and II) | PN-88/B-04481 p.8 | |
| 33 | Ground | Passive capillarity | PN-60/B-04493 | ||
| 34 | Ground | Soil bearing ratio | PN-S-02205:1998 | ||
| 35 | Ground | Degree of compaction index (ls) | Driven cylinder method | PN-88/B-04481 p.5.2.6 BN-77/8931-12 p.4 | |
| 36 | Cement-stabilized soil | Compressive strength of the stabilised mixture Range (1-250) kN |
PN-S 96012:1997 | ||
| 37 | Growing medium | Degree of compaction index (ls) | Driven cylinder method | PN-88/B-04481 p.5.2.6 BN-77/8931-12 p.4 | |
| 38 | Bituminous mixtures | Soluble binder content | PN-EN 12697-1:2020-08 | ||
| 39 | Bituminous mixtures | Grading | PN-EN 12697-2:2025-06 | ||
| 40 | Bituminous mixtures | Density in water | Method A | PN-EN 12697-5:2019-01 | |
| 41 | Bituminous mixtures | Bulk density | Method B | PN-EN 12697-6:2020-07 | |
| 42 | Bituminous mixtures | Air void content (calculated) | PN-EN 12697-8:2019-01 p.4 | ||
| 43 | Road pavements (asphalt) | Soluble binder content | PN-EN 12697-1:2020-08 p.B.1.7 | ||
| 44 | Road pavements (asphalt) | Grading | PN-EN 12697-2:2025-06 | ||
| 45 | Road pavements (asphalt) | Density in water | Method A | PN-EN 12697-5:2019-01 | |
| 46 | Road pavements (asphalt) | Bulk density | Method B | PN-EN 12697-6:2020-07 | |
| 47 | Road pavements (asphalt) | Air void content (calculated) | PN-EN 12697-8:2019-01 p.4 | ||
| 48 | Road pavements (asphalt) | Layer compaction index (calculated) | PN-EN 13108-20:2016-07 Zał. C.4 | ||
| BARG ZACHÓD Sp. z o.o.; Laboratory Sulechów; (stationary technical activity) | |||||
| 49 | Concrete | Compressive strength Range (100 – 3000) kN |
PN-EN 12390-3:2019-07 | ||
| 50 | Concrete | Density, Determination of volume from the sample dimensions | PN-EN 12390-7:2019-08 | PN-EN 12390-7:2019-08/AC:2021-01 | ||
| 51 | Concrete | Water absorption | PN-88/B-06250 | ||
| 52 | Aggregates | Particle size distribution Range (0,063 - 63) mm |
Sieving method | PN-EN 933-1:2012 | |
| 53 | Aggregates | Dust content | Sieving method | PN-EN 933-1:2012 | |
| 54 | Ground | Sieve analysis – fraction content Range (0,063 - 40) mm |
PN-88/B-04481 p.4.1 | ||
| 55 | Ground | Content of the < 0,063 mm fraction | PN-88/B-04481 p.4.1 | ||
| 56 | Ground | Optimum moisture content, Maximum dry density of the soil skeleton | Proctor method (method I and II) | PN-88/B-04481 p.8 | |
| 57 | Ground | Degree of compaction index (ls) | Driven cylinder method | PN-88/B-04481 p.5.2.6 BN-77/8931-12 p.4 | |
| 58 | 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 (40)
PN-60/B-04493
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-06265:2018-10 Zał. N
PN-B-06265:2022-08 Zał. N
PN-EN 1097-2:2020-09
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 12350-7:2019-08
PN-EN 12390-3:2019-07
PN-EN 12390-5:2019-08
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
PN-EN 12697-1:2020-08 p.B.1.7
PN-EN 12697-2:2025-06
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 13286-47:2022-04
PN-EN 13450:2004 zał. C
PN-EN 13450:2004 zał. F
PN-EN 1367-1:2007
PN-EN 1542:2000
PN-EN 932-1:1999 p. 8.8
PN-EN 933-1:2012
PN-EN 933-8+A1:2015-07
PN-S 02205:1998
PN-S 96012:1997
PN-S-02205:1998
PO-PD/PQ7.2