🇵🇱 Laboratorium Inżynierii Lądowej Sp. z o.o. PL
Construction
Laboratorium Inżynierii Lądowej Sp. z o.o. is a laboratory accredited by PCA under number AB 1110 (Dąbrowa Górnicza, Poland). Its accreditation scope covers 55 test methods in the following areas: Construction. Test objects include: Aggregates, Ground, Bituminous mixtures, Concrete. Most frequently used techniques: Gravimetric method, Method: dynamic plate loading, Method: light probe.
At a glance
- Accreditation number: PCA AB 1110
- Methods in scope: 55
- Types of test objects: 11
- Techniques used: 21
- City: Dąbrowa Górnicza, Poland
- Accreditation number
- AB 1110
- Accreditation body
- PCA
- Address
- ul. Łączna 30, 41-303 Dąbrowa Górnicza
- City
- Dąbrowa Górnicza, Poland
What this laboratory tests (11)
- Aggregates — 16 methods
- Ground — 13 methods
- Bituminous mixtures — 6 methods
- Concrete — 5 methods
- Concrete in structures — 4 methods
- Fresh concrete mixes — 3 methods
- Hydraulically bound mixtures — 2 methods
- Paint coatings — 2 methods
- Pavement structural layers — 2 methods
- Asphalt pavements — 1 method
- Products and systems for the protection and repair of concrete structures — 1 method
Analytical techniques used (21)
- Gravimetric method — 2 methods
- Method: dynamic plate loading — 2 methods
- Method: light probe — 2 methods
- Ordinary method — 2 methods
- Proctor method — 2 methods
- VSS plate loading method — 2 methods
- Method 7B.2 and 7C — 1 method
- Method 7C and 7D — 1 method
- Method: -pycnometric -wire basket — 1 method
- Method: A — 1 method
- Method: B — 1 method
- Method: gravimetric — 1 method
- Method: Los Angeles — 1 method
- Method: oxidation — 1 method
- Method: pressed-in cylinder — 1 method
- and 6 more
Laboratory locations
- Laboratorium Inżynierii Lądowej Sp. z o.o. — ul. Łączna 30
- Laboratorium Inżynierii Lądowej — ul. Łączna 30, 41-303 Dąbrowa Górnicza
Accreditation scope — test methods (55)
| No. | Test object | Methodology / Parameters | Technique | Reference document | |
|---|---|---|---|---|---|
| Civil Engineering Laboratory | |||||
| 1 | Ground | Grading Range (0,0 - 40) mm |
Sieve analysis method | PN-B-04481:1988 | |
| 2 | Ground | Humidity | Gravimetric method | PN-B-04481:1988 | PN-EN-1097-5:2008 | |
| 3 | Ground | Optimum moisture content, Maximum dry density of the soil skeleton | Proctor method | PN-B-04481:1988 | |
| 4 | Ground | Soil bearing ratio (wnoś) | PN-S-02205:1998 zał. A | PN-B-04481:1988 | ||
| 5 | Ground | Compaction index | Method: pressed-in cylinder | BN-77/8931-12 | PN-B-04481:1988 | |
| 6 | Ground | Sand equivalent value | PN-EN 933-8+A1:2015 | ||
| 7 | Ground | Organic matter content | Method: oxidation | PN-B-04481:1988 | |
| 8 | Ground | Passive capillarity | PN-B-04493:1960 | PN-B-04481:1988 | ||
| 9 | Ground | Deformation modulus Pressure range (0,02 – 0,35) MPa Deformation index (calculated) |
VSS plate loading method | PN-S-02205:1998 | |
| 10 | Ground | Dynamic deformation modulus Range Evd ≤125MN/m2 LWDT |
Method: dynamic plate loading | PBG 10, wersja 03, 26.03.2024 | |
| 11 | Ground | Degree of compaction | Method: light probe | PN-B-04452:2002 p.6 | |
| 12 | Ground | Compressive strength of the stabilised mixture Range (2 - 50) kN |
PBG 15, wersja 03, 09.01.2023 | PN-EN 13286-41:2022-04 | ||
| 13 | Ground | Sampling | PN-EN 932-1:1999 p. 8.8. | ||
| 14 | Aggregates | Particle size distribution Range (0,0 - 63) mm |
Sieving method | PN-EN 933-1:2012 | |
| 15 | Aggregates | Humidity | Gravimetric method | PN-EN-1097-5:2008 | |
| 16 | Aggregates | Optimum moisture content, Maximum dry density of the aggregate mixture skeleton | Proctor method | PN-EN 13286-2:2010+AC:2014 | |
| 17 | Aggregates | California bearing ratio (CBR) | PN-EN 13286-47:2022-04 | ||
| 18 | Aggregates | Sand equivalent value | PN-EN 933-8+A1:2015 | ||
| 19 | Aggregates | Organic matter content | Visual method | PN-EN 1744-1+A1:2013-05 | |
| 20 | Aggregates | Passive capillarity | PN-B-04493:1960 | ||
| 21 | Aggregates | Degree of compaction | Method: light probe | PN-B-04452:2002 p.6 | |
| 22 | Aggregates | Frost resistance | PN-EN 1367-1:2007 | ||
| 23 | Aggregates | Water absorption | Method: gravimetric | PN-EN 1097-6:2013 | PN-EN 1097-6:2022-07 | |
| 24 | Aggregates | Density | Method: -pycnometric -wire basket | PN-EN 1097-6:2013 | PN-EN 1097-6:2022-07 | |
| 25 | Aggregates | Resistance to fragmentation | Method: Los Angeles | PN-EN 1097-2:2010 | PN-EN 1097-2:2020-09 | |
| 26 | Aggregates | Shape index | PN-EN 933-4:2008 | ||
| 27 | Aggregates | Basalt sunburn | PN-EN 1367-3:2002 | ||
| 28 | Aggregates | Content of particles with crushed or broken surfaces | PN-EN 933-5:2000 | PN-EN 933-5:2023-05 | PN-EN 933-5:2000/A1:2005 | ||
| 29 | Aggregates | Sampling | PN-EN 932-1:1999 p.8.8 | ||
| 30 | Pavement structural layers | Deformation modulus Pressure range (0,02 – 0,45) MPa Deformation index (calculated) |
VSS plate loading method | PN-S-02205:1998 | |
| 31 | Pavement structural layers | Dynamic deformation modulus Range Evd ≤125MN/m2 LWDT |
Method: dynamic plate loading | PBG 10, wersja 03, 26.03.2024 | |
| 32 | Hydraulically bound mixtures | Compressive strength of the stabilised mixture Range (2 - 50) kN |
PBG 15, wersja 03, 09.01.2023 | PN-EN 13286-41:2022-04 | ||
| 33 | Hydraulically bound mixtures | Sampling | PN-EN 13286-1:2022-04 | ||
| 34 | Fresh concrete mixes | Air content | Pressure gauge method | PN-EN 12350-7:2011 | PN-EN 12350-7:2019-08 | |
| 35 | Fresh concrete mixes | Consistency | Slump test method | PN-EN 12350-2:2011 | PN-EN 12350-2:2019-07 | |
| 36 | Fresh concrete mixes | Sampling | PN-EN 12350-1:2011 | PN-EN 12350-1:2019-07 | ||
| 37 | Concrete | Compressive strength Force range (100 - 2000) kN |
PN-EN 12390-3:2011 | PN-EN 12390-3:2011 / AC: 2012 | PN-EN 12390-3:2019-07 | ||
| 38 | Concrete | Water absorption | PN-B-06250:1988 | ||
| 39 | Concrete | Frost resistance | Ordinary method | PN-B-06250:1988 | |
| 40 | Concrete | Water permeability of concrete | PN-B-06250:1988 | ||
| 41 | Concrete | Depth of penetration of water under pressure | PN-EN 12390-8:2011 | PN-EN 12390-8:2019-08 | ||
| 42 | Concrete in structures | Compressive strength Range (100 - 2000) kN |
PN-EN 12504-1:2011 | PN-EN 12504-1:2019-08 | PN-EN 12390-3:2011 | PN-EN 12390-3:2011 / AC:2012 | PN-EN 12390-3:2019-07 | ||
| 43 | Concrete in structures | Water absorption | PN-B-06250:1988 | ||
| 44 | Concrete in structures | Frost resistance | Ordinary method | PN-B-06250:1988 | |
| 45 | Concrete in structures | Sampling | PN-EN 12504-1:2011 | PN-EN 12504-1:2019-08 | ||
| 46 | Products and systems for the protection and repair of concrete structures | Pull-off strength Range (1 - 16) kN Adhesion [MPa] (calculated) |
Pull-off method | PN-EN 1542:2000 | |
| 47 | Bituminous mixtures | Density in water | Method: A | PN-EN 12697-5:2010 | PN-EN 12697-5:2010 / AC:2012 | PN-EN 12697-5:2019-01 | |
| 48 | Bituminous mixtures | Bulk density | Method: B | PN-EN 12697-6:2012 | PN-EN 12697-6:2020-07 | |
| 49 | Bituminous mixtures | Determination of void content (calculated) | PN-EN 12697-8:2005 | PN-EN 12697-8:2019-01 | ||
| 50 | Bituminous mixtures | Soluble binder content | PN-EN 12697-1:2012 | PN-EN 12697-1:2020-08 | ||
| 51 | Bituminous mixtures | Particle size distribution | PN-EN 12697-2:2015-06 | PN-EN 12697-2+A1:2019-12 | ||
| 52 | Bituminous mixtures | Sampling | PN-EN 12697-27:2005 p. 4.3 (spod ślimaka rozkładarki) p. 4.7 (odwiert) | PN-EN 12697-27:2005+Ap1:2013 | PN-EN 12697-27:2017-07 | ||
| 53 | Asphalt pavements | Layer thickness Range (0-1000) mm |
PN-EN 12697-36:2005 p. 4.1 | PN-EN 12697-36:2022-09 p. 6.1 | ||
| 54 | Paint coatings | Thickness of coatings Range (0 - 500) μm |
Method 7C and 7D | PN-EN ISO 2808:2008 | |
| 55 | Paint coatings | Thickness of coatings Range (0 - 500) μm |
Method 7B.2 and 7C | PN-EN ISO 2808:2020-01 | |
Reference standards (62)
BN-77/8931-12
PBG 10, wersja 03, 26.03.2024
PBG 15, wersja 03, 09.01.2023
PN-B-04452:2002 p.6
PN-B-04481:1988
PN-B-04493:1960
PN-B-06250:1988
PN-EN 1097-2:2010
PN-EN 1097-2:2020-09
PN-EN 1097-6:2013
PN-EN 1097-6:2022-07
PN-EN 12350-1:2011
PN-EN 12350-1:2019-07
PN-EN 12350-2:2011
PN-EN 12350-2:2019-07
PN-EN 12350-7:2011
PN-EN 12350-7:2019-08
PN-EN 12390-3:2011
PN-EN 12390-3:2011 / AC: 2012
PN-EN 12390-3:2011 / AC:2012
PN-EN 12390-3:2019-07
PN-EN 12390-8:2011
PN-EN 12390-8:2019-08
PN-EN 12504-1:2011
PN-EN 12504-1:2019-08
PN-EN 12697-1:2012
PN-EN 12697-1:2020-08
PN-EN 12697-2+A1:2019-12
PN-EN 12697-27:2005 p. 4.3 (spod ślimaka rozkładarki) p. 4.7 (odwiert)
PN-EN 12697-27:2005+Ap1:2013
PN-EN 12697-27:2017-07
PN-EN 12697-2:2015-06
PN-EN 12697-36:2005 p. 4.1
PN-EN 12697-36:2022-09 p. 6.1
PN-EN 12697-5:2010
PN-EN 12697-5:2010 / AC:2012
PN-EN 12697-5:2019-01
PN-EN 12697-6:2012
PN-EN 12697-6:2020-07
PN-EN 12697-8:2005
PN-EN 12697-8:2019-01
PN-EN 13286-1:2022-04
PN-EN 13286-2:2010+AC:2014
PN-EN 13286-41:2022-04
PN-EN 13286-47:2022-04
PN-EN 1367-1:2007
PN-EN 1367-3:2002
PN-EN 1542:2000
PN-EN 1744-1+A1:2013-05
PN-EN 932-1:1999 p. 8.8.
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
PN-EN ISO 2808:2008
PN-EN ISO 2808:2020-01
PN-EN-1097-5:2008
PN-S-02205:1998
PN-S-02205:1998 zał. A