🇵🇱 LBT POŁUDNIE PL
ConstructionWater & wastewater
LBT POŁUDNIE is a laboratory accredited by PCA under number AB 1816 (Myślenice, Poland). Its accreditation scope covers 16 test methods in the following areas: Construction, Water & wastewater. Test objects include: Bituminous mixtures, Concrete, Aggregates. Most frequently used techniques: Los Angeles method, Method: A, Method: B.
At a glance
- Accreditation number: PCA AB 1816
- Methods in scope: 16
- Types of test objects: 3
- Techniques used: 8
- City: Myślenice, Poland
- Accreditation number
- AB 1816
- Accreditation body
- PCA
- Address
- SPÓŁKA Z OGRANICZONĄ ODPOWIEDZIALNOŚCIĄ, ul. J. Słowackiego 112, 32-400 Myślenice
- City
- Myślenice, Poland
What this laboratory tests (3)
- Bituminous mixtures — 6 methods
- Concrete — 6 methods
- Aggregates — 4 methods
Analytical techniques used (8)
- Los Angeles method — 1 method
- Method: A — 1 method
- Method: B — 1 method
- Method: calculation — 1 method
- Method: ordinary — 1 method
- Method: pycnometric — 1 method
- Method: wheel tracking by method B (in air), small device — 1 method
- Micro-Deval method — 1 method
Accreditation scope — test methods (16)
| No. | Test object | Methodology / Parameters | Technique | Reference document | |
|---|---|---|---|---|---|
| Test methods | |||||
| 1 | Concrete | Compressive strength Force range (100 - 3000) kN |
PN-EN 12390-3:2019-07 | ||
| 2 | Concrete | Water permeability | PN-88/B-06250, p. 6.6 | ||
| 3 | Concrete | Water absorption | PN-88/B-06250, p. 6.4 | ||
| 4 | Concrete | Resistance to freezing | Method: ordinary | PN-88/B-06250, p. 6.5.1 | |
| 5 | Concrete | Frost resistance of concrete | PN-B-06265:2022-08 Załącznik N | ||
| 6 | Concrete | Splitting tensile strength | PN-EN 12390-6:2011 Załącznik A | ||
| 7 | Bituminous mixtures | Resistance to permanent deformation Range (0 - 20) mm |
Method: wheel tracking by method B (in air), small device | PN-EN 12697-22+A1:2024-05 | |
| 8 | Bituminous mixtures | Soluble binder content Range (2 – 10) % |
PN-EN 12697-1:2020-08, p. B.1.7 | ||
| 9 | Bituminous mixtures | Grading Range (0 - 45) mm |
PN-EN 12697-2+A1:2019-12 | ||
| 10 | Bituminous mixtures | Density in water Range (2,000 – 3,500) Mg/m3 |
Method: A | PN-EN 12697-5:2019-01 | |
| 11 | Bituminous mixtures | Bulk density Range (2,000 – 3,500) Mg/m3 |
Method: B | PN-EN 12697-6:2020-07 | |
| 12 | Bituminous mixtures | Void content Range (0 – 10) % |
Method: calculation | PN-EN 12697-8:2019-01, p. 4 | |
| 13 | Aggregates | Particle size distribution Range (0 - 63) mm |
PN-EN 933-1:2012 | ||
| 14 | Aggregates | Particle density and water absorption Range (4 – 31,5) mm |
Method: pycnometric | PN-EN 1097-6:2022-07 p.8 | |
| 15 | Aggregates | Abrasion resistance | Micro-Deval method | PN-EN 1097-1:2024-05 | |
| 16 | Aggregates | Resistance to fragmentation Range (4 – 50) mm |
Los Angeles method | PN-EN 1097-2:2020-09 | |
Reference standards (16)
PN-88/B-06250, p. 6.4
PN-88/B-06250, p. 6.5.1
PN-88/B-06250, p. 6.6
PN-B-06265:2022-08 Załącznik N
PN-EN 1097-1:2024-05
PN-EN 1097-2:2020-09
PN-EN 1097-6:2022-07 p.8
PN-EN 12390-3:2019-07
PN-EN 12390-6:2011 Załącznik A
PN-EN 12697-1:2020-08, p. B.1.7
PN-EN 12697-2+A1:2019-12
PN-EN 12697-22+A1:2024-05
PN-EN 12697-5:2019-01
PN-EN 12697-6:2020-07
PN-EN 12697-8:2019-01, p. 4
PN-EN 933-1:2012