🇵🇱 PORR S.A. PL
ConstructionWater & wastewater
PORR S.A. is a laboratory accredited by PCA under number AB 1689 (Warszawa, Poland). Its accreditation scope covers 43 test methods in the following areas: Construction, Water & wastewater. Test objects include: Aggregates, Bituminous mixtures, Concrete, Fresh concrete. Most frequently used techniques: Method A, Method: profilometric, inertial-type device - laser profilograph, Sieving method.
At a glance
- Accreditation number: PCA AB 1689
- Methods in scope: 43
- Types of test objects: 10
- Techniques used: 21
- City: Warszawa, Poland
- Accreditation number
- AB 1689
- Accreditation body
- PCA
- Address
- ul. Hołubcowa 123, 02-854 Warszawa, LABORATORIUM TECHNOLOGICZNE, ul. Wólczyńska 237
- City
- Warszawa, Poland
What this laboratory tests (10)
- Aggregates — 10 methods
- Bituminous mixtures — 10 methods
- Concrete — 9 methods
- Fresh concrete — 5 methods
- Bitumens and bituminous binders — 2 methods
- Ground — 2 methods
- Road pavements — 2 methods
- Concrete in structures — 1 method
- Growing medium — 1 method
- Pavement structural layers — 1 method
Analytical techniques used (21)
- Method A — 2 methods
- Method: profilometric, inertial-type device - laser profilograph — 2 methods
- Sieving method — 2 methods
- VSS plate loading method — 2 methods
- Accelerated bar method — 1 method
- Beaker method — 1 method
- Flow table method — 1 method
- Leutner method — 1 method
- Los Angeles method — 1 method
- Method B — 1 method
- Method B, small device (in air) — 1 method
- Ordinary method — 1 method
- Pressure gauge method — 1 method
- Proctor method — 1 method
- Pycnometric method — 1 method
- and 6 more
Laboratory locations
- PORR S.A. (main site) — ul. Hołubcowa 123, 02-854 Warszawa
- TECHNOLOGICAL LABORATORY — ul. Wólczyńska 237
- Central Laboratory — ul. Wólczyńska 237, 01-919 Warszawa
- Technological Laboratory; Central Laboratory
Certificate information
- Issue date
- 01.07.2026
- Issue no.
- 10
Accreditation scope — test methods (43)
| No. | Test object | Methodology / Parameters | Technique | Reference document | |
|---|---|---|---|---|---|
| Technological Laboratory; Central Laboratory | |||||
| 1 | Aggregates | Particle size distribution Range (0-80) mm |
Sieving method | PN-EN 933-1:2012 | |
| 2 | Aggregates | Shape index Range (0-63) mm |
Schultz calliper method | PN-EN 933-4:2008 | |
| 3 | Aggregates | Sand equivalent value | PN-EN 933-8+A1:2015-07 | ||
| 4 | Aggregates | Particle density and water absorption Range (0,063-31,5) mm |
Pycnometric method | PN-EN 1097-6:2022-07 cl. 8 and 9 | |
| 5 | Aggregates | Particle density and water absorption Range (31,5-63,0) mm |
Wire basket method | PN-EN 1097-6:2022-07 cl. 7 | |
| 6 | Aggregates | Water content | PN-EN 1097-5:2008 | ||
| 7 | Aggregates | Potential alkali reactivity | Rapid method | PN-92/B-06714/46 | |
| 8 | Aggregates | Resistance to fragmentation | Los Angeles method | PN-EN 1097-2:2020-09 | |
| 9 | Aggregates | Alkali reactivity | Accelerated bar method | Test procedure GDDKiA PB/1/18 (March 2022) | |
| 10 | Aggregates | Sampling | PN-EN 932-1:1999 cl. 8.8 | ||
| 11 | Fresh concrete | Consistency Range (10-210) mm |
Slump test method | PN-EN 12350-2:2019-07 | |
| 12 | Fresh concrete | Consistency Range (340-630) mm |
Flow table method | PN-EN 12350-5:2019-08 | |
| 13 | Fresh concrete | Air content Range (0,1-10) % |
Pressure gauge method | PN-EN 12350-7:2019-08 excluding cl. 5 | |
| 14 | Fresh concrete | Density | PN-EN 12350-6:2019-08 | ||
| 15 | Fresh concrete | Sampling | PN-EN 12350-1:2019-07 | ||
| 16 | Concrete | Compressive strength Force range (30-3000) kN |
PN-EN 12390-3:2011 | PN-EN 12390-3:2011/AC:2012 | PN EN 12390-3:2019-07 | ||
| 17 | Concrete | Density | PN-EN 12390-7:2011 | PN-EN 12390-7:2019-08 | PN-EN 12390-7:2019-08/AC:2021-01 | ||
| 18 | Concrete | Freeze-thaw resistance in the presence of de-icing salts | Slab test method | PKN-CEN/TS 12390-9:2017-07 | |
| 19 | Concrete | Resistance to freezing | Ordinary method | PN-88/B-06250 cl. 6.5.1 | PN-B-06265:2022-08, Annex N | |
| 20 | Concrete | Water permeability | PN-88/B-06250 | ||
| 21 | Concrete | Water absorption | PN-88/B-06250 | ||
| 22 | Concrete | Depth of penetration of water under pressure | PN-EN 12390-8:2019-08 | ||
| 23 | Concrete | Flexural strength Force range (2-200) kN |
PN-EN 12390-5:2011 | PN-EN 12390-5:2019-08 | ||
| 24 | Concrete | Splitting tensile strength Force range (30-3000) kN |
PN-EN 12390-6:2011 | PN-EN 12390-6:2024-04 | ||
| 25 | Concrete in structures | Sampling | PN-EN 12504-1:2019-08 | ||
| 26 | Bituminous mixtures | Density in water Range (2,000-3,300) Mg/m3 |
Method A | PN-EN 12697-5:2019-01 | |
| 27 | Bituminous mixtures | Bulk density Range (2,000-2,750) Mg/m3 |
Method B | PN-EN 12697-6:2020-07 | |
| 28 | Bituminous mixtures | Soluble binder content Range (2-10) % |
PN-EN 12697-1:2012 cl. B.1.2 | PN-EN 12697-1:2020-08 cl. B.1.7 | ||
| 29 | Bituminous mixtures | Grading Range (0-45) mm |
PN-EN 12697-2+A1:2019-12 | PN-EN 12697-2:2025-06 | PN-EN 933-1:2012 | ||
| 30 | Bituminous mixtures | Water sensitivity | Method A | PN-EN 12697-12:2018-08 | |
| 31 | Bituminous mixtures | Resistance to deformation under load | Method B, small device (in air) | PN-EN 12697-22:2020-07 | PN-EN 12697-22+A1:2024-05 | |
| 32 | Bituminous mixtures | Binder drainage | Beaker method | PN-EN 12697-18:2017-07 | |
| 33 | Bituminous mixtures | Hardness (penetration) on cube samples | PN-EN 12697-20:2020-07 | ||
| 34 | Bituminous mixtures | Air void content (calculated) | PN-EN 12697-8:2019-01 | ||
| 35 | Bituminous mixtures | Interlayer bond of asphalt layers | Leutner method | Instruction for laboratory testing of interlayer bond of asphalt layers according to the Leutner method and technical requirements for interlayer bond, published by Gdańsk University of Technology, 31.08.2014 | |
| 36 | Bitumens and bituminous binders | Softening point | Ring and ball method | PN-EN 1427:2015-08 | |
| 37 | Bitumens and bituminous binders | Needle penetration | PN-EN 1426:2015-08 | PN-EN 1426:2025-02 | ||
| 38 | Ground | Grading | Sieving method | PN-88/B-04481 | |
| 39 | Ground | Optimum moisture content, Maximum dry density of the soil skeleton | Proctor method | PN-88/B-04481 | |
| 40 | Growing medium | Modulus of deformation, Load range: (0,02 – 0,35) MPa | VSS plate loading method | PN-S-02205:1998 Annex B | |
| 41 | Pavement structural layers | Modulus of deformation, Load range: (0,02 – 0,45) MPa | VSS plate loading method | PN-S-02205:1998 Annex B | |
| 42 | Road pavements | Transverse and longitudinal profiles (unevenness) Range (0-20) cm International Roughness Index IRI (calculated) |
Method: profilometric, inertial-type device - laser profilograph | PN-EN 13036-6:2008 | Regulation of the Minister of Infrastructure of 01.08.2019 (Journal of Laws 2019, item 1643); WR-D-64 Guidelines for determining the surface characteristics of carriageway pavements and other parts of roads, version 01 of 18.07.2022, cl. 5 and 6 | |
| 43 | Road pavements | Mean profile depth | Method: profilometric, inertial-type device - laser profilograph | PN-EN ISO 13473-1:2019-04; WR-D-64 Guidelines for determining the surface characteristics of carriageway pavements and other parts of roads, version 01 of 18.07.2022, cl. 4.3 | |
Reference standards (52)
Instruction for laboratory testing of interlayer bond of asphalt layers according to the Leutner method and technical requirements for interlayer bond, published by Gdańsk University of Technology, 31.08.2014
PKN-CEN/TS 12390-9:2017-07
PN EN 12390-3:2019-07
PN-88/B-04481
PN-88/B-06250
PN-88/B-06250 cl. 6.5.1
PN-92/B-06714/46
PN-B-06265:2022-08, Annex N
PN-EN 1097-2:2020-09
PN-EN 1097-5:2008
PN-EN 1097-6:2022-07 cl. 7
PN-EN 1097-6:2022-07 cl. 8 and 9
PN-EN 12350-1:2019-07
PN-EN 12350-2:2019-07
PN-EN 12350-5:2019-08
PN-EN 12350-6:2019-08
PN-EN 12350-7:2019-08 excluding cl. 5
PN-EN 12390-3:2011
PN-EN 12390-3:2011/AC:2012
PN-EN 12390-5:2011
PN-EN 12390-5:2019-08
PN-EN 12390-6:2011
PN-EN 12390-6:2024-04
PN-EN 12390-7:2011
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 12697-12:2018-08
PN-EN 12697-18:2017-07
PN-EN 12697-1:2012 cl. B.1.2
PN-EN 12697-1:2020-08 cl. B.1.7
PN-EN 12697-2+A1:2019-12
PN-EN 12697-20:2020-07
PN-EN 12697-22+A1:2024-05
PN-EN 12697-22:2020-07
PN-EN 12697-2:2025-06
PN-EN 12697-5:2019-01
PN-EN 12697-6:2020-07
PN-EN 12697-8:2019-01
PN-EN 13036-6:2008
PN-EN 1426:2015-08
PN-EN 1426:2025-02
PN-EN 1427:2015-08
PN-EN 932-1:1999 cl. 8.8
PN-EN 933-1:2012
PN-EN 933-4:2008
PN-EN 933-8+A1:2015-07
PN-EN ISO 13473-1:2019-04; WR-D-64 Guidelines for determining the surface characteristics of carriageway pavements and other parts of roads, version 01 of 18.07.2022, cl. 4.3
PN-S-02205:1998 Annex B
Test procedure GDDKiA PB/1/18 (March 2022)
Regulation of the Minister of Infrastructure of 01.08.2019 (Journal of Laws 2019, item 1643); WR-D-64 Guidelines for determining the surface characteristics of carriageway pavements and other parts of roads, version 01 of 18.07.2022, cl. 5 and 6