🇵🇱 PORR S.A. PL

PCA AB 1689 • Warszawa, Poland • 43 methods

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)

Analytical techniques used (21)

Laboratory locations

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