🇵🇱 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
- LABORATORIUM TECHNOLOGICZNE — ul. Wólczyńska 237
- Laboratorium Centralne — ul. Wólczyńska 237, 01-919 Warszawa
- Laboratorium Technologiczne; Laboratorium Centralne —
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 p. 8 i 9 | |
| 5 | Aggregates | Particle density and water absorption Range (31,5-63,0) mm |
Wire basket method | PN-EN 1097-6:2022-07 p. 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 | Procedura badawcza GDDKiA PB/1/18 (marzec 2022 ) | |
| 10 | Aggregates | Sampling | PN-EN 932-1:1999 p. 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 z wyłączeniem punktu 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 pkt 6.5.1 | PN-B-06265:2022-08, Załącznik 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 p. B.1.2 | PN-EN 12697-1:2020-08 p. 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 | Instrukcja laboratoryjnego badania sczepności międzywarstwowej warstw asfaltowych wg metody Leutnera i wymagania techniczne sczepności, wyd. Politechnika Gdańska, 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 Załącznik B | |
| 41 | Pavement structural layers | Modulus of deformation, Load range: (0,02 – 0,45) MPa | VSS plate loading method | PN-S-02205:1998 Załącznik 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 | Rozporządzenie Ministra Infrastruktury z dnia 01.08.2019 r. (Dz.U. 2019 poz.1643) WR-D-64 Wytyczne określania cech powierzchniowych nawierzchni jezdni i innych części dróg, wersja 01 z dnia 18.07.2022 p. 5 i 6 | |
| 43 | Road pavements | Mean profile depth | Method: profilometric, inertial-type device - laser profilograph | PN-EN ISO 13473-1:2019-04 WR-D-64 Wytyczne określania cech powierzchniowych nawierzchni jezdni i innych części dróg, wersja 01 z dnia 18.07.2022 p. 4.3 | |
Reference standards (52)
Instrukcja laboratoryjnego badania sczepności międzywarstwowej warstw asfaltowych wg metody Leutnera i wymagania techniczne sczepności, wyd. Politechnika Gdańska, 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 pkt 6.5.1
PN-92/B-06714/46
PN-B-06265:2022-08, Załącznik N
PN-EN 1097-2:2020-09
PN-EN 1097-5:2008
PN-EN 1097-6:2022-07 p. 7
PN-EN 1097-6:2022-07 p. 8 i 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 z wyłączeniem punktu 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 p. B.1.2
PN-EN 12697-1:2020-08 p. 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 p. 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 Wytyczne określania cech powierzchniowych nawierzchni jezdni i innych części dróg, wersja 01 z dnia 18.07.2022 p. 4.3
PN-S-02205:1998 Załącznik B
Procedura badawcza GDDKiA PB/1/18 (marzec 2022 )
Rozporządzenie Ministra Infrastruktury z dnia 01.08.2019 r. (Dz.U. 2019 poz.1643) WR-D-64 Wytyczne określania cech powierzchniowych nawierzchni jezdni i innych części dróg, wersja 01 z dnia 18.07.2022 p. 5 i 6