🇵🇱 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

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

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