🇵🇱 BETOTEST POLSKA Sp. z o.o. PL
ConstructionWater & wastewater
BETOTEST POLSKA Sp. z o.o. is a laboratory accredited by PCA under number AB 1641 (Szczecin, Poland). Its accreditation scope covers 56 test methods in the following areas: Construction, Water & wastewater. Test objects include: Concrete, Aggregates, Ground, Concrete in structures. Most frequently used techniques: Method of determining sample volume from dimensions, Driven cylinder method, Gravimetric method.
At a glance
- Accreditation number: PCA AB 1641
- Methods in scope: 56
- Types of test objects: 13
- Techniques used: 16
- City: Szczecin, Poland
- Accreditation number
- AB 1641
- Accreditation body
- PCA
- Address
- ul. Chmielewskiego 13, 70-028 Szczecin
- City
- Szczecin, Poland
What this laboratory tests (13)
- Concrete — 13 methods
- Aggregates — 11 methods
- Ground — 8 methods
- Concrete in structures — 7 methods
- Fresh concrete — 4 methods
- Growing medium — 4 methods
- Cement-stabilized soil — 2 methods
- Road pavements (asphalt) — 2 methods
- Hydraulically bound mixtures — 1 method
- Natural stone — 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
Analytical techniques used (16)
- Method of determining sample volume from dimensions — 3 methods
- Driven cylinder method — 2 methods
- Gravimetric method — 2 methods
- Light probe with conical tip method — 2 methods
- Ordinary method — 2 methods
- Sieving method — 2 methods
- VSS plate loading method — 2 methods
- Flow table method — 1 method
- Light dynamic plate method — 1 method
- Metoda slab test — 1 method
- Pressure gauge method — 1 method
- Proctor method — 1 method
- Proctor method (method I and II) — 1 method
- Pull-off method — 1 method
- Pycnometric method — 1 method
- and 1 more
Laboratory sections (3)
- BETOTEST POLSKA Sp. z o.o.; Laboratorium Szczecin; (stacjonarna działalność techniczna) — 37 methods
- BETOTEST POLSKA Sp. z o.o.; Laboratorium Koszalin; (stacjonarna działalność techniczna) — 3 methods
- BETOTEST POLSKA Sp. z o.o.; Laboratorium Świnoujście; (stacjonarna działalność techniczna) — 2 methods
Laboratory locations
- Laboratorium Szczecin — ul. Chmielewskiego 13, 70-028 Szczecin
- Laboratorium Świnoujście — ul. Jana Sołtana 1, 72-600 Świnoujście
- Laboratorium Koszalin — ul. Władysława IV 139b, 75-345 Koszalin
- BETOTEST POLSKA Sp. z o.o.; Laboratorium Koszalin; (stacjonarna działalność techniczna) —
- BETOTEST POLSKA Sp. z o.o.; Laboratorium Szczecin; (stacjonarna działalność techniczna) —
- BETOTEST POLSKA Sp. z o.o.; Laboratorium Świnoujście; (stacjonarna działalność techniczna) —
Accreditation scope — test methods (56)
| 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 | Consistency | 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 | Sampling | PN-EN 932-1:1999 p.8.8 | ||
| 8 | Ground | Compacting degree (ld) | Light probe with conical tip method | PN-B-04452:2002 p.6 | |
| 9 | Growing medium | Deformation modulus | VSS plate loading method | PN-S 02205:1998 | |
| 10 | Growing medium | Dynamic deformation modulus Range (15 - 70) MN/m2 |
Light dynamic plate method | PB-PD/PQ7.2 wydanie 1 z dnia 20.01.2020 r. | |
| 11 | Growing medium | Compacting degree (ld) | Light probe with conical tip method | PN-B-04452:2002 p.6 | |
| 12 | Pavement structural layers | Deformation modulus Range (0,02-0,45) MPa |
VSS plate loading method | PN-S 02205:1998 | |
| 13 | 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 | |
| 14 | Road pavements (asphalt) | Sampling | PN-EN 12697-27:2017-07 p.4.7 | ||
| BETOTEST POLSKA Sp. z o.o.; Laboratorium Szczecin; (stacjonarna działalność techniczna) | |||||
| 15 | Concrete | Compressive strength Range (150 - 3000) kN |
PN-EN 12390-3:2019-07 | ||
| 16 | Concrete | Density | PN-EN 12390-7:2019-08 | PN-EN 12390-7:2019-08/AC:2021-01 | ||
| 17 | Concrete | Flexural strength Range (10 - 100) kN |
PN-EN 12390-5:2019-08 | ||
| 18 | Concrete | Splitting tensile strength Range (100 - 600) kN |
PN-EN 12390-6:2024-04 | ||
| 19 | Concrete | Depth of penetration of water under pressure | PN-EN 12390-8:2019-08 | ||
| 20 | Concrete | Odporność na działanie mrozu w obecności soli odladzającej | Metoda slab test | PKN-CEN/TS 12390-9:2007 | PKN-CEN/TS 12390-9:2017-07 | |
| 21 | Concrete | Water absorption | PN-88/B-06250 | ||
| 22 | Concrete | Water permeability | PN-88/B-06250 | ||
| 23 | Concrete | Resistance to freezing | Ordinary method | PN-88/B-06250 | PN-B-06265:2018-10 Zał.N | PN-B-06265:2022-08 Zał.N | |
| 24 | Concrete in structures | Compressive strength Range (20 - 3000)kN |
PN-EN 12504-1:2019-08 | PN-EN 12390-3:2019-07 | ||
| 25 | 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 | |
| 26 | Concrete in structures | Depth of penetration of water under pressure | PN-EN 12390-8:2019-08 | ||
| 27 | Concrete in structures | Water absorption | PN-88/B-06250 | ||
| 28 | Concrete in structures | Water permeability | PN-88/B-06250 | ||
| 29 | Concrete in structures | Resistance to freezing | Ordinary method | PN-88/B-06250 | PN-B-06265:2022-08 Zał. N | |
| 30 | Aggregates | Particle size distribution Range (0,063 - 63) mm |
Sieving method | PN-EN 933-1:2012 | |
| 31 | Aggregates | Dust content | Sieving method | PN-EN 933-1:2012 | |
| 32 | Aggregates | Shape index | PN-EN 933-4:2008 | ||
| 33 | Aggregates | Content of grains with crushed or broken surfaces | PN-EN 933-5:2000 | PN-EN 933-5:2000/A1:2005 | ||
| 34 | Aggregates | Content of crushed particles | PN-EN 933-5:2023-05 | ||
| 35 | Aggregates | Sand equivalent value | PN-EN 933-8+A1:2015-07 | ||
| 36 | Aggregates | Bulk density | PN-EN 1097-3:2000 z wył. Zał. A | ||
| 37 | Aggregates | Water content | Gravimetric method | PN-EN 1097-5:2008 | |
| 38 | Aggregates | Particle density and water absorption | Pycnometric method | PN-EN 1097-6:2022-07 | |
| 39 | Aggregates | California Bearing Ratio CBR | PN-EN 13286-47:2022-04 | ||
| 40 | 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 | |
| 41 | Natural stone | Uniaxial compressive strength Range (4 – 3000) kN |
PN-EN 1926:2007 | ||
| 42 | Ground | Sieve analysis Range (0,063 - 40) mm |
PN-88/B-04481 p.4.1 | ||
| 43 | Ground | Content of the <0,063 mm fraction | PN-88/B-04481 p.4.1 | ||
| 44 | Ground | Humidity | Gravimetric method | PN-88/B-04481 p.5.1 | |
| 45 | Ground | Optimum moisture content, Maximum dry density of the soil skeleton | Proctor method (method I and II) | PN-88/B-04481 p.8 | |
| 46 | Ground | Wskaźnik nośności gruntu wnoś | PN-S-02205:1998 | ||
| 47 | Ground | Compaction index (Is) | Driven cylinder method | PN-88/B-04481 p.5.2.6 | PN-77/8931-12 p.4 | |
| 48 | Cement-stabilized soil | Compressive strength Range (1 - 50) kN |
PN-S-96012:1997 | ||
| 49 | Hydraulically bound mixtures | Compressive strength Range (2 - 600) kN |
PN-EN 13286-41:2022-04 | ||
| 50 | Growing medium | Compaction index (Is) | Driven cylinder method | PN-88/B-04481 p.5.2.6 | PN-77/8931-12 p.4 | |
| 51 | Road pavements (asphalt) | Layer thickness | PN-EN 12697-36:2022-09 p. 6.1 | ||
| BETOTEST POLSKA Sp. z o.o.; Laboratorium Świnoujście; (stacjonarna działalność techniczna) | |||||
| 52 | Concrete | Compressive strength Range (100 - 3000) kN |
PN-EN 12390-3:2019-07 | ||
| 53 | Concrete | Density | Method of determining sample volume from dimensions | PN-EN 12390-7:2019-08 | PN-EN 12390-7:2019-08/AC:2021-01 | |
| BETOTEST POLSKA Sp. z o.o.; Laboratorium Koszalin; (stacjonarna działalność techniczna) | |||||
| 54 | Concrete | Compressive strength Range (100 - 2000) kN |
PN-EN 12390-3:2019-07 | ||
| 55 | Concrete | Density | Method of determining sample volume from dimensions | PN-EN 12390-7:2019-08 | PN-EN 12390-7:2019-08/AC:2021-01 | |
| 56 | Cement-stabilized soil | Compressive strength Range (2 - 50) kN |
PN-S-96012:1997 | ||
Reference standards (45)
PB-PD/PQ7.2 wydanie 1 z dnia 20.01.2020 r.
PKN-CEN/TS 12390-9:2007
PKN-CEN/TS 12390-9:2017-07
PN-77/8931-12 p.4
PN-88/B-04481 p.4.1
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-06265:2018-10 Zał.N
PN-B-06265:2022-08 Zał. N
PN-B-06265:2022-08 Zał.N
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 12390-6:2024-04
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 12697-27:2017-07 p.4.7
PN-EN 12697-36:2022-09 p. 6.1
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 1542:2000
PN-EN 1926:2007
PN-EN 932-1:1999 p.8.8
PN-EN 933-1:2012
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
PN-S-96012:1997