🇵🇱 BARG DOLNY ŚLĄSK Sp. z o.o. PL
ConstructionWater & wastewater
BARG DOLNY ŚLĄSK Sp. z o.o. is a laboratory accredited by PCA under number AB 1783 (Wrocław, Poland). Its accreditation scope covers 59 test methods in the following areas: Construction, Water & wastewater. Test objects include: Concrete, Ground, Aggregates, Groundwater. Most frequently used techniques: Conductometric method, Potentiometric method, Driven cylinder method.
At a glance
- Accreditation number: PCA AB 1783
- Methods in scope: 59
- Types of test objects: 17
- Techniques used: 18
- City: Wrocław, Poland
- Accreditation number
- AB 1783
- Accreditation body
- PCA
- Address
- ul. Północna 15-19, 54-105 Wrocław
- City
- Wrocław, Poland
What this laboratory tests (17)
- Concrete — 10 methods
- Ground — 10 methods
- Aggregates — 9 methods
- Groundwater — 4 methods
- Growing medium — 4 methods
- Surface water — 4 methods
- Wastewater — 4 methods
- Fresh concrete — 3 methods
- Concrete in structures — 2 methods
- Floor screeds — 2 methods
- Cement-stabilized soil — 1 method
- Hydraulically bound mixtures — 1 method
- Odpady o) kod: 17 01 01 17 01 02 17 01 07 17 03 02 17 05 04 17 05 06 17 05 08 19 08 02 — 1 method
- Pavement structural layers — 1 method
- Products and systems for the protection and repair of concrete structures — 1 method
- and 2 more
Analytical techniques used (18)
- Conductometric method — 3 methods
- Potentiometric method — 3 methods
- Driven cylinder method — 2 methods
- Gravimetric method — 2 methods
- Light probe with conical tip method — 2 methods
- VSS plate loading method — 2 methods
- Light dynamic plate method — 1 method
- Los Angeles method — 1 method
- Manual method — 1 method
- Ordinary method — 1 method
- Oxidation method — 1 method
- Pressure gauge method — 1 method
- Proctor method — 1 method
- Proctor method (method I and II) — 1 method
- Pull-off method — 1 method
- and 3 more
Laboratory sections (4)
- BARG DOLNY ŚLĄSK Sp. z o.o.; Laboratorium Wrocław; (stacjonarna działalność techniczna) — 28 methods
- BARG DOLNY ŚLĄSK Sp. z o.o.; (działalność prowadzona w miejscu wskazanym przez Zleceniodawcę) — 27 methods
- BARG DOLNY ŚLĄSK Sp. z o.o.; Laboratorium Opole; (stacjonarna działalność techniczna) — 2 methods
- BARG DOLNY ŚLĄSK Sp. z o.o.; Laboratorium Szczecin; (stacjonarna działalność techniczna) — 2 methods
Laboratory locations
- Laboratorium Wrocław — ul. Północna 15-19, 54-105 Wrocław
- Laboratorium Opole — ul. Budowlanych 9/23, 45-005 Opole
- Laboratorium Szczecin — ul. Zygmunta Chmielewskiego 13, 70-028 Szczecin
Accreditation scope — test methods (59)
| No. | Test object | Methodology / Parameters | Technique | Reference document | |
|---|---|---|---|---|---|
| BARG DOLNY ŚLĄSK Sp. z o.o.; (działalność prowadzona w miejscu wskazanym przez Zleceniodawcę) | |||||
| 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 | BD-PB-PD/PQ7.2 wydanie 1 z dnia 27.10.2023 | |
| 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 (1 - 16) kN |
Pull-off method | PN-EN 1542:2000 | |
| 13 | Soil | Sampling for chemical and physical testing | PN-R-04031:1997 | PN-ISO 10381-4:2007 z wył. p.8 | PN-ISO 10381-5:2009 | ||
| 14 | Ground | Sampling for chemical and physical testing | PN-R-04031:1997 | PN-ISO 10381-4:2007 z wył. p.8 | PN-ISO 10381-5:2009 | ||
| 15 | Groundwater | Sampling for chemical and physical testing | PN-ISO 5667-11:2017-10 | ||
| 16 | Groundwater | Temperature Range (0,0 – 60,0) °C |
PN-77/C-04584 | ||
| 17 | Groundwater | pH Range (2,0 – 12,0) |
Potentiometric method | PN-EN ISO 10523:2012 | |
| 18 | Groundwater | Electrical conductivity Range (147 – 12 880) μS/cm |
Conductometric method | PN-EN 27888:1999 | |
| 19 | Surface water | Sampling for chemical and physical testing | PN-EN ISO 5667-6:2016-12 z wył. p. 7.5, 7.6 | PN-ISO 5667-4:2017-10 z wył. p. 13, 14, 15 | ||
| 20 | Surface water | Temperature Range (0,0 – 60,0) °C |
PN-77/C-04584 | ||
| 21 | Surface water | pH Range (2,0 – 12,0) |
Potentiometric method | PN-EN ISO 10523:2012 | |
| 22 | Surface water | Electrical conductivity Range (147 – 12 880) μS/cm |
Conductometric method | PN-EN 27888:1999 | |
| 23 | Wastewater | Sampling for chemical and physical testing | Manual method | PN-ISO 5667-10:2021-11 | |
| 24 | Wastewater | Temperature Range (0,0 – 60,0) °C |
PN-77/C-04584 | ||
| 25 | Wastewater | pH Range (2,0 – 12,0) |
Potentiometric method | PN-EN ISO 10523:2012 | |
| 26 | Wastewater | Electrical conductivity Range (147 – 12 880) μS/cm |
Conductometric method | PN-EN 27888:1999 | |
| 27 | Odpady o) kod: 17 01 01 17 01 02 17 01 07 17 03 02 17 05 04 17 05 06 17 05 08 19 08 02 | Sampling for chemical and physical testing Regulated area: o) Kody odpadów według Rozporządzenia Ministra Klimatu w sprawie katalogu odpadów. |
I011-PQ7.3 Wyd. 1 z dnia 01.09.2025 | ||
| BARG DOLNY ŚLĄSK Sp. z o.o.; Laboratorium Wrocław; (stacjonarna działalność techniczna) | |||||
| 28 | Concrete | Compressive strength Range (100–2660) kN |
PN-EN 12390-3:2019-07 | ||
| 29 | Concrete | Density, Determination of volume from the sample dimensions | PN-EN 12390-7:2019-08 | PN-EN 12390-7:2019-08/AC:2021-01 | ||
| 30 | Concrete | Flexural strength Range (1-80) kN |
PN-EN 12390-5:2019-08 | ||
| 31 | Concrete | Splitting tensile strength Range (100-2660) kN |
PN-EN 12390-6:2024-04 | ||
| 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 | PN-88/B-06250 | ||
| 35 | Concrete | Resistance to freezing | Ordinary method | PN-88/B-06250 | PN-B-06265:2022-08 Załącznik N | |
| 36 | Concrete in structures | Compressive strength Range (5 - 2660) kN |
PN-EN 12504-1:2019-08 | ||
| 37 | Aggregates | Particle size distribution Range (0,063-90) mm |
Sieving method | PN-EN 933-1:2012 | |
| 38 | Aggregates | Dust content | PN-EN 933-1:2012 | ||
| 39 | Aggregates | Resistance to fragmentation | Los Angeles method | PN-EN 1097-2:2020-09 | PN-EN 13450:2004 zał. C | |
| 40 | Aggregates | Water content | Gravimetric method | PN-EN 1097-5:2008 | |
| 41 | Aggregates | Particle density and water absorption | Pycnometric method | PN-EN 1097-6:2022-07 | |
| 42 | Aggregates | California Bearing Ratio CBR | PN-EN 13286-47:2022-04 | ||
| 43 | Unbound and hydraulically bound mixtures (Aggregates) | Optimum water content and maximum bulk density of the skeleton | Proctor method | PN-EN 13286-2:2010 | PN-EN 13286-2:2010/AC:2014-07 | |
| 44 | Ground | Sieve analysis Range (0,063-40) mm |
PN-88/B-04481 p.4.1 | ||
| 45 | Ground | Content of the < 0,063 mm fraction | PN-88/B-04481 p.4.1 | ||
| 46 | Ground | Humidity | Gravimetric method | PN-88/B-04481 p.5.1 | |
| 47 | Ground | Optimum moisture content, Maximum dry density of the soil skeleton | Proctor method (method I and II) | PN-88/B-04481 p.8 | |
| 48 | Ground | Organic matter content Iom | Oxidation method | PN-88/B-04481 p.4.4 | |
| 49 | Ground | Wskaźnik nośności gruntu wnoś | PN-S-02205:1998 | ||
| 50 | Ground | Degree of compaction index (ls) | Driven cylinder method | PN-88/B-04481 p.5.2.6 | BN-77/8931-12 p.4 | |
| 51 | Cement-stabilized soil | Compressive strength Range (1-50) kN |
PN-S-96012:1997 | ||
| 52 | Hydraulically bound mixtures | Compressive strength Range (1-2660) kN |
PN-EN 13286-41:2022-04 | ||
| 53 | Growing medium | Degree of compaction index (ls) | Driven cylinder method | PN-88/B-04481 p.5.2.6 | BN-77/8931-12 p.4 | |
| 54 | Floor screeds | Flexural strength Range (1 - 15) kN |
PN-EN 13892-2:2004 | ||
| 55 | Floor screeds | Compressive strength Range (5 - 300) kN |
PN-EN 13892-2:2004 | ||
| BARG DOLNY ŚLĄSK Sp. z o.o.; Laboratorium Opole; (stacjonarna działalność techniczna) | |||||
| 56 | Concrete | Compressive strength Range (100 – 3000) kN |
PN-EN 12390-3:2019-07 | ||
| 57 | Concrete | Density, Determination of volume from the sample dimensions | PN-EN 12390-7:2019-08 | PN-EN 12390-7:2019-08/AC:2021-01 | ||
| BARG DOLNY ŚLĄSK Sp. z o.o.; Laboratorium Szczecin; (stacjonarna działalność techniczna) | |||||
| 58 | Aggregates | Content of light impurities | PN-EN 1744-1+A1:2013-05, pkt 14.2 | ||
| 59 | Aggregates | Humus content | PN-EN 1744-1+A1:2013-05, pkt 15.1 | ||
Reference standards (47)
BD-PB-PD/PQ7.2 wydanie 1 z dnia 27.10.2023
BN-77/8931-12 p.4
I011-PQ7.3 Wyd. 1 z dnia 01.09.2025
PN-77/C-04584
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
PN-88/B-04481 p.8
PN-88/B-06250
PN-B-04452:2002 p.6
PN-B-06265:2022-08 Załącznik 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 13286-2:2010
PN-EN 13286-2:2010/AC:2014-07
PN-EN 13286-41:2022-04
PN-EN 13286-47:2022-04
PN-EN 13450:2004 zał. C
PN-EN 13892-2:2004
PN-EN 1542:2000
PN-EN 1744-1+A1:2013-05, pkt 14.2
PN-EN 1744-1+A1:2013-05, pkt 15.1
PN-EN 27888:1999
PN-EN 932-1:1999 p. 8.8.
PN-EN 933-1:2012
PN-EN ISO 10523:2012
PN-EN ISO 5667-6:2016-12 z wył. p. 7.5, 7.6
PN-ISO 10381-4:2007 z wył. p.8
PN-ISO 10381-5:2009
PN-ISO 5667-10:2021-11
PN-ISO 5667-11:2017-10
PN-ISO 5667-4:2017-10 z wył. p. 13, 14, 15
PN-R-04031:1997
PN-S-02205:1998
PN-S-96012:1997