🇵🇱 BARG M.B. GDAŃSK Sp. z o.o. PL
ConstructionEnvironmentWater & wastewaterFood & beverages
BARG M.B. GDAŃSK Sp. z o.o. is a laboratory accredited by PCA under number AB 1470 (Gdynia, Poland). Its accreditation scope covers 90 test methods in the following areas: Construction, Environment, Water & wastewater, Food & beverages. Test objects include: Aggregates, Soil, Concrete, Concrete in structures. Most frequently used techniques: Sieving method, Method of determining sample volume from dimensions, Gravimetric method.
At a glance
- Accreditation number: PCA AB 1470
- Methods in scope: 90
- Types of test objects: 12
- Techniques used: 21
- City: Gdynia, Poland
- Accreditation number
- AB 1470
- Accreditation body
- PCA
- Address
- ul. Handlowa 15, 81-061 Gdynia
- City
- Gdynia, Poland
What this laboratory tests (12)
- Aggregates — 24 methods
- Soil — 16 methods
- Concrete — 14 methods
- Concrete in structures — 9 methods
- Road surfaces (asphalt) — 9 methods
- Mineral-asphalt mixtures — 7 methods
- Concrete mix — 3 methods
- Subsoil — 3 methods
- Unbound and hydraulically bound mixtures (Aggregates) — 2 methods
- Products and systems for the protection and repair of concrete structures — 1 method
- Structural layers of pavement, Rigid support — 1 method
- Subsoil, Improved subsoil — 1 method
Analytical techniques used (21)
- Sieving method — 6 methods
- Method of determining sample volume from dimensions — 5 methods
- Gravimetric method — 4 methods
- Proctor method — 3 methods
- Driven cylinder method — 2 methods
- Light probe with conical tip method — 2 methods
- Method A — 2 methods
- Method B — 2 methods
- Method: wheel tracking by method B (in air), small device — 2 methods
- Ordinary method — 2 methods
- VSS plate loading method — 2 methods
- Accelerated method — 1 method
- Cone fall method — 1 method
- Light dynamic plate method — 1 method
- Los Angeles method — 1 method
- and 6 more
Laboratory sections (4)
- Barg M.B. Gdańsk Sp. z o.o.; Gdynia Laboratory; ul. Handlowa 15; 81-061 Gdynia; (stationary technical activity) — 40 methods
- Barg M.B. Gdańsk Sp. z o.o.; Bydgoszcz Laboratory; ul. Wyrzyska 6, 85-441 Bydgoszcz; (stationary technical activity) — 30 methods
- Barg M.B. Gdańsk Sp. z o.o.; ul. Handlowa 15; 81-061 Gdynia; (activity performed at a location indicated by the Client) — 14 methods
- Barg M.B. Gdańsk Sp. z o.o.; Olsztyn Laboratory; ul. Cementowa 3a, 10-434 Olsztyn; (stationary technical activity) — 6 methods
Laboratory locations
- BARG M.B. GDAŃSK Sp. z o.o. (main site) — ul. Handlowa 15, 81-061 Gdynia
- Gdynia Laboratory — ul. Handlowa 15, 81-061 Gdynia
- Bydgoszcz Laboratory — ul. Wyrzyska 6, 85-441 Bydgoszcz
- Olsztyn Laboratory — ul. Cementowa 3a, 10-434 Olsztyn
Certificate information
- Issue date
- 17.06.2026
- Issue no.
- 20
Accreditation scope — test methods (90)
| No. | Test object | Methodology / Parameters | Technique | Reference document | |
|---|---|---|---|---|---|
| Barg M.B. Gdańsk Sp. z o.o.; ul. Handlowa 15; 81-061 Gdynia; (activity performed at a location indicated by the Client) | |||||
| 1 | Concrete mix | Sampling | PN-EN 12350-1:2019-07 | ||
| 2 | Concrete mix | Concrete mix consistency | Cone fall method | PN-EN 12350-2:2019-07 | |
| 3 | Concrete mix | Air content Range (0 - 10) % 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 cl. 8.8 | ||
| 6 | Soil | Sampling | PN-EN 932-1:1999 cl. 8.8 | ||
| 7 | Soil | Density index (Id), Compaction degree | Light probe with conical tip method | PN-B-04452:2002 cl. 6 | |
| 8 | Subsoil, Improved subsoil | Modulus of deformation | VSS plate loading method | PN-S 02205:1998 | Technical conditions for the maintenance of railway subgrade Id-3 (annex to Order No. 9/2009 of the Management Board of PKP PLK S.A. of 04.05.2009) | |
| 9 | Subsoil | Dynamic modulus of deformation Range (15-70) MN/m2 Range (15 - 70) MN/m2 |
Light dynamic plate method | BG-PB-PD/PQ7.2 issue 1 of 04.01.2022 | |
| 10 | Subsoil | Density index (Id), Compaction degree | Light probe with conical tip method | PN-B-04452:2002 cl. 6 | |
| 11 | Structural layers of pavement, Rigid support | Modulus of deformation Range (0,02-0,45) MPa Range (0,02 – 0,45) MPa |
VSS plate loading method | PN-S 02205:1998 | Technical conditions for the maintenance of railway subgrade Id-3 (annex to Order No. 9/2009 of the Management Board of PKP PLK S.A. of 04.05.2009) | |
| 12 | Products and systems for the protection and repair of concrete structures | Bond strength Range (1 - 10) kN Range (1 – 10) kN |
Pull-off method | PN-EN 1542:2000 | |
| 13 | Mineral-asphalt mixtures | Sampling | PN-EN 12697-27:2017-07 cl. 4.1 | PN-EN 12697-27:2017-07 cl. 4.3 | ||
| 14 | Road surfaces (asphalt) | Sampling | PN-EN 12697-27:2017-07 cl. 4.7 | ||
| Barg M.B. Gdańsk Sp. z o.o.; Gdynia Laboratory; ul. Handlowa 15; 81-061 Gdynia; (stationary technical activity) | |||||
| 15 | Concrete | Compressive strength Range (100 - 3000) kN Force 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 | Bending strength Range (2 - 100) kN Force range (2 - 100) kN |
PN-EN 12390-5:2019-08 | ||
| 18 | Concrete | Pressurised water penetration depth | PN-EN 12390-8:2019-08 | ||
| 19 | Concrete | Absorption capacity | PN-88/B-06250 | ||
| 20 | Concrete | Water permeability | PN-88/B-06250 | ||
| 21 | Concrete | Frost resistance, ordinary | Ordinary method | PN-88/B-06250 | PN-B-06265:2018-10 Annex N | PN-B-06265:2022-08 Annex N | |
| 22 | Concrete in structures | Compressive strength Range (10 - 3000) kN Force range (10 - 3000) kN |
PN-EN 12504-1:2019-08 | PN-EN 12390-3:2019-07 | ||
| 23 | Concrete in structures | Density | Method of determining sample volume from dimensions | PN-EN 12390-7:2019-08 | PN-EN 12390-7:2019-08/AC:2021-01 | |
| 24 | Concrete in structures | Pressurised water penetration depth | PN-EN 12390-8:2019-08 | ||
| 25 | Concrete in structures | Absorption capacity | PN-88/B-06250 | ||
| 26 | Concrete in structures | Water permeability | PN-88/B-06250 | ||
| 27 | Concrete in structures | Frost resistance, ordinary | Ordinary method | PN-88/B-06250 | PN-B-06265:2022-08 Annex N | |
| 28 | Aggregates | Grain composition Range (0,063 - 63) mm Range (0,063 - 63) mm |
Sieving method | PN-EN 933-1:2012 | |
| 29 | Aggregates | Fines content | Sieving method | PN-EN 933-1:2012 | |
| 30 | Aggregates | Flakiness index Range (4 - 80) mm Range (4 – 80) mm |
PN-EN 933-3:2012 | ||
| 31 | Aggregates | Shape index | PN-EN 933-4:2008 | ||
| 32 | Aggregates | Determination of percentage of crushed and broken surfaces in coarse aggregate particles | PN-EN 933-5:2000 | PN-EN 933-5:2000/A1:2005 | ||
| 33 | Aggregates | Determination of crushed particles | PN-EN 933-5:2023-05 | ||
| 34 | Aggregates | Sand equivalent | PN-EN 933-8+A1:2015-07 | ||
| 35 | Aggregates | Resistance to wear | Micro-Deval method | PN-EN 1097-1:2024-05 | PN-EN 13450:2004 Annex E | |
| 36 | Aggregates | Resistance to fragmentation | Los Angeles method | PN-EN 1097-2:2020-09 | PN-EN 13450:2004 Annex C | |
| 37 | Aggregates | Bulk density | PN-EN 1097-3:2000 excluding Annex A | ||
| 38 | Aggregates | Water content | Gravimetric method | PN-EN 1097-5:2008 | |
| 39 | Aggregates | Particle density and water absorption | Pycnometric method | PN-EN 1097-6:2022-07 | |
| 40 | Aggregates | Resistance to freezing and thawing in water | PN-EN 1367-1:2007 | PN-EN 13450:2004 Annex F | ||
| 41 | Aggregates | Resistance to freezing and thawing in the presence of salt (NaCl) | PN-EN 1367-6:2008 | ||
| 42 | Aggregates | California Bearing Ratio CBR | PN-EN 13286-47:2022-04 | ||
| 43 | Aggregates | Humus content | PN-EN 1744-1+A1:2013-05, cl. 15.1 | ||
| 44 | Aggregates | Alkaline reactivity | Accelerated method | Test procedure GDDKiA PB/1/18 | |
| 45 | Unbound and hydraulically bound mixtures (Aggregates) | Optimum water content and maximum dry density of the soil skeleton | Proctor method | PN-EN 13286-2:2010, excluding cl. 7.3 and 7.6 | |
| 46 | Soil | Sieve analysis - fraction content Range (0,063 - 40) mm Range (0,063 – 40) mm |
PN-88/B-04481 cl. 4.1 | ||
| 47 | Soil | Fraction content < 0,063 mm | PN-88/B-04481 cl. 4.1 | ||
| 48 | Soil | Moisture content | Gravimetric method | PN-88/B-04481 cl. 5.1 | |
| 49 | Soil | Optimum moisture content, Maximum dry density of the soil skeleton | Proctor method | PN-88/B-04481 cl. 8 | |
| 50 | Soil | Organic content Iom | Oxidation method | PN-88/B-04481 cl. 4.4 | |
| 51 | Soil | Passive capillarity | PN-60/B-04493 | ||
| 52 | Soil | Soil bearing capacity index | PN-S-02205:1998 | ||
| 53 | Soil | Compaction index (Is) | Driven cylinder method | PN-88/B-04481 cl. 5.2.6 | BN-77/8931-12 cl. 4 | |
| 54 | Subsoil | Compaction index (Is) | Driven cylinder method | PN-88/B-04481 cl. 5.2.6 | BN-77/8931-12 cl. 4 | |
| Barg M.B. Gdańsk Sp. z o.o.; Bydgoszcz Laboratory; ul. Wyrzyska 6, 85-441 Bydgoszcz; (stationary technical activity) | |||||
| 55 | Concrete | Compressive strength Range (100 – 3000) kN Range (100 – 3000) kN |
PN-EN 12390-3:2019-07 | ||
| 56 | Concrete | Density | Method of determining sample volume from dimensions | PN-EN 12390-7:2019-08 | PN-EN 12390-7:2019-08/AC:2021-01 | |
| 57 | Concrete | Pressurised water penetration depth | PN-EN 12390-8:2019-08 | ||
| 58 | Concrete | Absorption capacity | PN-88/B-06250 | ||
| 59 | Concrete | Water permeability | PN-88/B-06250 | ||
| 60 | Concrete in structures | Compressive strength Range (100 – 3000) kN Force range (100 - 3000) kN |
PN-EN 12504-1:2019-08 | PN-EN 12390-3:2019-07 | ||
| 61 | Concrete in structures | Density | Method of determining sample volume from dimensions | PN-EN 12390-7:2019-08 | PN-EN 12390-7:2019-08/AC:2021-01 | |
| 62 | Aggregates | Grain composition Range (0,063 – 63) mm Range (0,063 – 63) mm |
Sieving method | PN-EN 933-1:2012 | |
| 63 | Aggregates | Fines content | Sieving method | PN-EN 933-1:2012 | |
| 64 | Aggregates | Sand equivalent | PN-EN 933-8+A1:2015-07 | ||
| 65 | Aggregates | Water content | Gravimetric method | PN-EN 1097-5:2008 | |
| 66 | Unbound and hydraulically bound mixtures (Aggregates) | Optimum water content and maximum dry density of the soil skeleton | Proctor method | PN-EN 13286-2:2010, excluding cl. 7.3 and 7.6 | |
| 67 | Soil | Sieve analysis – fraction content Range (0,063 – 40) mm Range (0,063 – 40) mm |
PN-88/B-04481 cl. 4.1 | ||
| 68 | Soil | Fraction content < 0,063 mm | PN-88/B-04481 cl. 4.1 | ||
| 69 | Soil | Moisture content | Gravimetric method | PN-88/B-04481 cl. 5.1 | |
| 70 | Soil | Optimum moisture content, Maximum dry density of the soil skeleton | Proctor method (method I and II) | PN-88/B-04481 cl. 8 | |
| 71 | Mineral-asphalt mixtures | Soluble binder content | PN-EN 12697-1:2020-08 cl. B.1.7 | ||
| 72 | Mineral-asphalt mixtures | Particle size distribution | PN-EN 12697-2:2025-06 | ||
| 73 | Mineral-asphalt mixtures | Density in water | Method A | PN-EN 12697-5:2019-01 | |
| 74 | Mineral-asphalt mixtures | Bulk density | Method B | PN-EN 12697-6:2020-07 | |
| 75 | Mineral-asphalt mixtures | Volume of air voids (calculated) | PN-EN 12697-8:2019-01 cl. 4 | ||
| 76 | Mineral-asphalt mixtures | Resistance to permanent deformation | Method: wheel tracking by method B (in air), small device | PN-EN 12697-22+A1:2024-05 | |
| 77 | Road surfaces (asphalt) | Soluble binder content | PN-EN 12697-1:2020-08 cl. B.1.7 | ||
| 78 | Road surfaces (asphalt) | Particle size distribution | PN-EN 12697-2:2025-06 | ||
| 79 | Road surfaces (asphalt) | Density in water | Method A | PN-EN 12697-5:2019-01 | |
| 80 | Road surfaces (asphalt) | Bulk density | Method B | PN-EN 12697-6:2020-07 | |
| 81 | Road surfaces (asphalt) | Volume of air voids (calculated) | PN-EN 12697-8:2019-01 cl. 4 | ||
| 82 | Road surfaces (asphalt) | Resistance to permanent deformation | Method: wheel tracking by method B (in air), small device | PN-EN 12697-22+A1:2024-05 | |
| 83 | Road surfaces (asphalt) | Layer thickness | PN-EN 12697-36:2022-09 cl. 6.1 | ||
| 84 | Road surfaces (asphalt) | Layer compaction index (calculated) | PN-EN 13108-20:2016-07 Annex C | ||
| Barg M.B. Gdańsk Sp. z o.o.; Olsztyn Laboratory; ul. Cementowa 3a, 10-434 Olsztyn; (stationary technical activity) | |||||
| 85 | Concrete | Compressive strength Range (100 - 2800) kN Range (100 - 2800) kN |
PN-EN 12390-3:2019-07 | ||
| 86 | Concrete | Density | Method of determining sample volume from dimensions | PN-EN 12390-7:2019-08 | PN-EN 12390-7:2019-08/AC:2021-01 | |
| 87 | Aggregates | Grain composition Range (0,063 - 63) mm Range (0,063 - 63) mm |
Sieving method | PN-EN 933-1:2012 | |
| 88 | Aggregates | Fines content | Sieving method | PN-EN 933-1:2012 | |
| 89 | Soil | Sieve analysis – fraction content Range (0,063 - 40) mm Range (0,063 – 40) mm |
PN-88/B-04481 cl. 4.1 | ||
| 90 | Soil | Fraction content < 0,063 mm | PN-88/B-04481 cl. 4.1 | ||
Reference standards (58)
BG-PB-PD/PQ7.2 issue 1 of 04.01.2022
BN-77/8931-12 cl. 4
PN-60/B-04493
PN-88/B-04481 cl. 4.1
PN-88/B-04481 cl. 4.4
PN-88/B-04481 cl. 5.1
PN-88/B-04481 cl. 5.2.6
PN-88/B-04481 cl. 8
PN-88/B-06250
PN-B-04452:2002 cl. 6
PN-B-06265:2018-10 Annex N
PN-B-06265:2022-08 Annex N
PN-EN 1097-1:2024-05
PN-EN 1097-2:2020-09
PN-EN 1097-3:2000 excluding Annex 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 12350-7:2019-08
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 cl. B.1.7
PN-EN 12697-22+A1:2024-05
PN-EN 12697-27:2017-07 cl. 4.1
PN-EN 12697-27:2017-07 cl. 4.3
PN-EN 12697-27:2017-07 cl. 4.7
PN-EN 12697-2:2025-06
PN-EN 12697-36:2022-09 cl. 6.1
PN-EN 12697-5:2019-01
PN-EN 12697-6:2020-07
PN-EN 12697-8:2019-01 cl. 4
PN-EN 13108-20:2016-07 Annex C
PN-EN 13286-2:2010, excluding cl. 7.3 and 7.6
PN-EN 13286-47:2022-04
PN-EN 13450:2004 Annex C
PN-EN 13450:2004 Annex E
PN-EN 13450:2004 Annex F
PN-EN 1367-1:2007
PN-EN 1367-6:2008
PN-EN 1542:2000
PN-EN 1744-1+A1:2013-05, cl. 15.1
PN-EN 932-1:1999 cl. 8.8
PN-EN 933-1:2012
PN-EN 933-3:2012
PN-EN 933-4:2008
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-S 02205:1998
PN-S-02205:1998
Test procedure GDDKiA PB/1/18
Technical conditions for the maintenance of railway subgrade Id-3 (annex to Order No. 9/2009 of the Management Board of PKP PLK S.A. of 04.05.2009)