🇵🇱 LABORATORIUM INŻYNIERII LĄDOWEJ PL
ConstructionWater & wastewaterEnvironment
LABORATORIUM INŻYNIERII LĄDOWEJ is a laboratory accredited by PCA under number AB 1511 (Czeladź, Poland). Its accreditation scope covers 31 test methods in the following areas: Construction, Water & wastewater, Environment. Test objects include: Aggregates, Concrete, Fresh concrete, General environment – noise from roads, railway lines, tram lines. Most frequently used techniques: Method: VSS plate load test, Direct measurement method, Gravimetric method.
At a glance
- Accreditation number: PCA AB 1511
- Methods in scope: 31
- Types of test objects: 7
- Techniques used: 13
- City: Czeladź, Poland
- Accreditation number
- AB 1511
- Accreditation body
- PCA
- Address
- MULTILAB Sp. z o.o., ul. Gabrieli Zapolskiej 2, 41-253 Czeladź
- City
- Czeladź, Poland
What this laboratory tests (7)
- Aggregates — 17 methods
- Concrete — 5 methods
- Fresh concrete — 3 methods
- General environment – noise from roads, railway lines, tram lines — 2 methods
- Pavement structural layers, Subgrade — 2 methods
- Growing medium — 1 method
- Structural layers, Pavement — 1 method
Analytical techniques used (13)
- Method: VSS plate load test — 2 methods
- Direct measurement method — 1 method
- Gravimetric method — 1 method
- Method: light dynamic plate LWDT — 1 method
- Method: Los Angeles — 1 method
- Method: micro-Deval — 1 method
- Method: ordinary — 1 method
- Method: pressure gauge — 1 method
- Method: pycnometric — 1 method
- Method: slump — 1 method
- Method: visual — 1 method
- Sieving method — 1 method
- Wire basket method — 1 method
Laboratory locations
- LABORATORIUM INŻYNIERII LĄDOWEJ (main site) — ul. Gabrieli Zapolskiej 2, 41-253 Czeladź
- CIVIL ENGINEERING LABORATORY — ul. Gabrieli Zapolskiej 2
- Laboratorium Inżynierii Lądowej MULTILAB Sp. z o.o. — ul. Gabrieli Zapolskiej 2, 41-253 Czeladź
Certificate information
- Issue date
- 21.04.2026
- Issue no.
- 17
Accreditation scope — test methods (31)
| No. | Test object | Methodology / Parameters | Technique | Reference document | |
|---|---|---|---|---|---|
| Laboratorium Inżynierii Lądowej MULTILAB Sp. z o.o. | |||||
| 1 | Concrete | Compressive strength Force range (100 - 3000) kN |
PN-EN 12390-3:2019-07 | ||
| 2 | Concrete | Water absorption | PN-88/B-06250 | ||
| 3 | Concrete | Water permeability | PN-88/B-06250 | ||
| 4 | Concrete | Depth of penetration of water under pressure | PN-EN 12390-8:2019-08 | ||
| 5 | Concrete | Resistance to freezing | Method: ordinary | PN-B-06265:2022-08 Annex N | PN-88/B-06250 | |
| 6 | Fresh concrete | Consistency | Method: slump | PN-EN 12350-2:2019-07 | |
| 7 | Fresh concrete | Air content | Method: pressure gauge | PN-EN 12350-7:2019-08 | |
| 8 | Fresh concrete | Sampling | PN-EN 12350-1:2019-07 | ||
| 9 | Aggregates | Sand equivalent value | PN-EN 933-8+A1:2015-07 | ||
| 10 | Aggregates | Particle size distribution | Sieving method | PN-EN 933-1:2012 | |
| 11 | Aggregates | Dust content | PN-EN 933-1:2012 | ||
| 12 | Aggregates | Content of fine grains | PN-EN 933-1:2012 | ||
| 13 | Aggregates | Presence of humus | Method: visual | PN-EN 1744-1+A1:2013-05 cl. 15.1 | |
| 14 | Aggregates | Shape index, Direct measurement | PN-EN 933-4:2008 | ||
| 15 | Aggregates | Flakiness index | PN-EN 933-3:2012 | ||
| 16 | Aggregates | Resistance to fragmentation | Method: Los Angeles | PN-EN 1097-2:2020-09 | |
| 17 | Aggregates | Abrasion resistance | Method: micro-Deval | PN-EN 1097-1:2024-05 | |
| 18 | Aggregates | Particle density and water absorption | Method: pycnometric | PN-EN 1097-6:2022-07 | |
| 19 | Aggregates | Particle density and water absorption | Wire basket method | PN-EN 1097-6:2022-07 | |
| 20 | Aggregates | Water content | PN-EN 1097-5:2008 | ||
| 21 | Aggregates | Bulk density and voids | PN-EN 1097-3:2000 | ||
| 22 | Aggregates | Grain length | PN-EN 13450:2004 | PN-EN 13450:2004/AC:2004 | ||
| 23 | Aggregates | Frost resistance in water | PN-EN 1367-1:2007 | PN-EN 13450:2004 | PN-EN 13450:2004/AC:2004 | ||
| 24 | Aggregates | Content of grains with surfaces resulting from crushing or breaking | Gravimetric method | PN-EN 933-5:2023-05 | |
| 25 | Aggregates | Sampling | PN-EN 932-1:1999 cl. 8.8 | ||
| 26 | Pavement structural layers, Subgrade | Dynamic deformation modulus Evd (5,0 – 70,0) MPa |
Method: light dynamic plate LWDT | Test procedure PB-01 issue 3 of 02.01.2023 | |
| 27 | Pavement structural layers, Subgrade | Degree of compaction index (calculated) | Test procedure PB-01 issue 3 of 02.01.2023 | ||
| 28 | Structural layers, Pavement | Deformation modulus, Load range: (0,02 - 0,45) MPa | Method: VSS plate load test | PN-S-02205:1998 Annex B, Technical conditions for the maintenance of railway subgrade Id-3 (Annex 2 to Order No. 9/2009 of the Management Board of PKP PLK S.A. of 04.05.2009) | |
| 29 | Growing medium | Deformation modulus Load range (0,02 – 0,35) MPa |
Method: VSS plate load test | PN-S-02205:1998 Annex B | |
| 30 | General environment – noise from roads, railway lines, tram lines | A-weighted equivalent sound level A-weighted sound exposure level Range (22 – 135) dB |
Direct measurement method | Annex 3 to the Regulation of the Minister of the Environment of 16.06.2011 (Journal of Laws 2011 No. 140, item 824 and No. 288, item 1697) excluding cl. H | |
| 31 | General environment – noise from roads, railway lines, tram lines | A-weighted equivalent sound pressure level for the reference time T expressed by the indicators LAeqD and LAeqN (calculated) | Annex 3 to the Regulation of the Minister of the Environment of 16.06.2011 (Journal of Laws 2011 No. 140, item 824 and No. 288, item 1697) excluding cl. H | ||
Reference standards (26)
PN-88/B-06250
PN-B-06265:2022-08 Annex N
PN-EN 1097-1:2024-05
PN-EN 1097-2:2020-09
PN-EN 1097-3:2000
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 12390-8:2019-08
PN-EN 13450:2004
PN-EN 13450:2004/AC:2004
PN-EN 1367-1:2007
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 933-5:2023-05
PN-EN 933-8+A1:2015-07
PN-S-02205:1998 Annex B
PN-S-02205:1998 Annex B, Technical conditions for the maintenance of railway subgrade Id-3 (Annex 2 to Order No. 9/2009 of the Management Board of PKP PLK S.A. of 04.05.2009)
Test procedure PB-01 issue 3 of 02.01.2023
Annex 3 to the Regulation of the Minister of the Environment of 16.06.2011 (Journal of Laws 2011 No. 140, item 824 and No. 288, item 1697) excluding cl. H