🇵🇱 INSTYTUT BADAŃ INŻYNIERSKICH PL
Construction
INSTYTUT BADAŃ INŻYNIERSKICH is a laboratory accredited by PCA under number AB 1570 (Poczesna, Poland). Its accreditation scope covers 20 test methods in the following areas: Construction. Test objects include: Road pavements, Bituminous mixtures, Aggregates, Asphalt pavements and asphalt mixtures. Most frequently used techniques: Leutner method, Method: A, Method: B.
At a glance
- Accreditation number: PCA AB 1570
- Methods in scope: 20
- Types of test objects: 7
- Techniques used: 5
- City: Poczesna, Poland
- Accreditation number
- AB 1570
- Accreditation body
- PCA
- Address
- LABOR AQUILA Paweł Słaboński, Nowa Wieś, ul. Działkowa 15, 42-262 Poczesna
- City
- Poczesna, Poland
What this laboratory tests (7)
- Road pavements — 8 methods
- Bituminous mixtures — 6 methods
- Aggregates — 2 methods
- Asphalt pavements and asphalt mixtures — 1 method
- Concrete — 1 method
- Fresh concrete — 1 method
- Reclaimed asphalt — 1 method
Analytical techniques used (5)
- Leutner method — 1 method
- Method: A — 1 method
- Method: B — 1 method
- Method: wheel tracking by method B (in air), small device — 1 method
- Profilometric method - laser profilograph — 1 method
Accreditation scope — test methods (20)
| No. | Test object | Methodology / Parameters | Technique | Reference document | |
|---|---|---|---|---|---|
| Test methods | |||||
| 1 | Bituminous mixtures | Soluble binder content Range (2 - 7) % |
PN-EN 12697-1:2020-08 p.B.1.2, p.B.1.7 i zał. D | ||
| 2 | Bituminous mixtures | Density in water Range (2,100 - 3,000) Mg/m3 |
Method: A | PN-EN 12697-5:2019-01 | |
| 3 | Bituminous mixtures | Bulk density Range (2,100÷3,000) Mg/m3 |
Method: B | PN-EN 12697-6:2020-07 | |
| 4 | Bituminous mixtures | Grading Range (0 - 1,5) mm |
PN-EN 12697-2+A1:2019-12 | PN-EN 12697-2:2025-06 | PN-EN 933-1:2012 | ||
| 5 | Bituminous mixtures | Air void content (calculated) | PN-EN 12697-8:2019-01 p.4 | ||
| 6 | Bituminous mixtures | Sampling | PN-EN 12697-27:2017-07 p. 4.1, 4.3, 4.7 | ||
| 7 | Aggregates | Particle size distribution Range (0 - 63) mm |
PN-EN 933-1:2012 | ||
| 8 | Aggregates | Sampling | PN-EN 932-1:1999 p.8.8 | ||
| 9 | Concrete | Compressive strength Force range (100 - 2000) kN |
PN-EN 12390-3:2019-07 | PN-EN 12504-1:2019-08 | ||
| 10 | Fresh concrete | Sampling | PN-EN 12350-1:2019-07 | ||
| 11 | Road pavements | Thickness of bituminous pavement based on cores Range do 500 mm |
PN-EN 12697-36:2022-09, pkt. 6.1 | ||
| 12 | Road pavements | Compaction index of asphalt layers (calculated) | PN-EN 13108-20: 2008 zał. C4 | PN-EN 13108-20:2016-07 zał. C4 | ||
| 13 | Road pavements | Air void content in the layer (calculated) | PN-EN 12697-8:2019-01 p.4 | ||
| 14 | Road pavements | Longitudinal profiles (evenness) International Roughness Index IRI (calculated) |
Profilometric method - laser profilograph | PN-EN 13036-6:2008 | Rozporządzenie Ministra Infrastruktury z dnia 01.08.2019 r. (Dz.U. 2019 poz.1643 z dn.29.08.2019) | |
| 15 | Road pavements | Interlayer bond strength Range (0 – 50) |
Leutner method | Instrukcja laboratoryjnego badania sczepności międzywarstwowej warstw asfaltowych wg metody Leutnera i wymagania techniczne sczepności, wyd. Politechnika Gdańska, 31.08.2014 r. | |
| 16 | Road pavements | Sampling | PN-EN 12697-27:2017-07 p. 4.7 | PN-EN 12504-1:2019-08 | ||
| 17 | Road pavements | Measurement of pavement deflections with an FWD device Range do 2000 μm |
PT-7.2-1 wyd.1 z dn. 27.10.2023 r. | ||
| 18 | Road pavements | Thickness of concrete pavement based on cores Range do 500 mm |
PN-EN 13863-3:2007 | ||
| 19 | Asphalt pavements and asphalt mixtures | Determination of 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 | |
| 20 | Reclaimed asphalt | Sampling | PN-EN 932-1:1999 p.8.8 | ||
Reference standards (22)
Instrukcja laboratoryjnego badania sczepności międzywarstwowej warstw asfaltowych wg metody Leutnera i wymagania techniczne sczepności, wyd. Politechnika Gdańska, 31.08.2014 r.
PN-EN 12350-1:2019-07
PN-EN 12390-3:2019-07
PN-EN 12504-1:2019-08
PN-EN 12697-1:2020-08 p.B.1.2, p.B.1.7 i zał. D
PN-EN 12697-2+A1:2019-12
PN-EN 12697-22+A1:2024-05
PN-EN 12697-27:2017-07 p. 4.1, 4.3, 4.7
PN-EN 12697-27:2017-07 p. 4.7
PN-EN 12697-2:2025-06
PN-EN 12697-36:2022-09, pkt. 6.1
PN-EN 12697-5:2019-01
PN-EN 12697-6:2020-07
PN-EN 12697-8:2019-01 p.4
PN-EN 13036-6:2008
PN-EN 13108-20: 2008 zał. C4
PN-EN 13108-20:2016-07 zał. C4
PN-EN 13863-3:2007
PN-EN 932-1:1999 p.8.8
PN-EN 933-1:2012
PT-7.2-1 wyd.1 z dn. 27.10.2023 r.
Rozporządzenie Ministra Infrastruktury z dnia 01.08.2019 r. (Dz.U. 2019 poz.1643 z dn.29.08.2019)