🇵🇱 GENERALNA DYREKCJA DRÓG KRAJOWYCH I AUTOSTRAD PL

PCA AB 1538 • Kąty Wrocławskie, Poland • 33 methods

ConstructionWater & wastewater

GENERALNA DYREKCJA DRÓG KRAJOWYCH I AUTOSTRAD is a laboratory accredited by PCA under number AB 1538 (Kąty Wrocławskie, Poland). Its accreditation scope covers 33 test methods in the following areas: Construction, Water & wastewater. Test objects include: Bituminous mixtures, Road pavements, Aggregates, Ground. Most frequently used techniques: Method: dry, Leutner method, Los Angeles method.

At a glance

  • Accreditation number: PCA AB 1538
  • Methods in scope: 33
  • Types of test objects: 10
  • Techniques used: 13
  • City: Kąty Wrocławskie, Poland
Accreditation number
AB 1538
Accreditation body
PCA
Address
ODDZIAŁ WE WROCŁAWIU, ul. Powstańców Śląskich 186, 53-139 Wrocław, WYDZIAŁ TECHNOLOGII I JAKOŚCI BUDOWY DRÓG, – LABORATORIUM DROGOWE, ul. Drogowców 2, Mokronos Dolny; 55-080 Kąty Wrocławskie
City
Kąty Wrocławskie, Poland

What this laboratory tests (10)

Analytical techniques used (13)

Laboratory locations

Certificate information

Issue date
13.10.2026
Issue no.
16

Accreditation scope — test methods (33)

No. Test object Methodology / Parameters Technique Reference document
Road Construction Technology and Quality Division – Road Laboratory
1 Bituminous mixtures Soluble binder content
Range (2 - 10) %
PN-EN 12697-1:2020-08 cl. B.1.2, cl. B.1.7
2 Bituminous mixtures Density in water
Range (2,100 - 3,000) Mg/m3
Method: A PN-EN 12697-5:2019-01
3 Bituminous mixtures Bulk density
Range (2,100 - 3,000) Mg/m3
Method: B PN-EN 12697-6:2020-07
4 Bituminous mixtures Air void content (calculated) PN-EN 12697-8:2019-01 cl. 4
5 Bituminous mixtures Particle size distribution
Range (0 - 31,5) mm
PN-EN 12697-2:2025-06 | PN-EN 933-1:2012
6 Bituminous mixtures Susceptibility to deformation under load
Range (0 – 20) mm
Method: wheel tracking by method B (in air), small device PN-EN 12697-22+A1:2024-05
7 Bituminous mixtures Hardness (penetration) on cube samples PN-EN 12697-20:2020-07
8 Bituminous mixtures Sampling PN-EN 12697-27:2017-07 cl. 4.1, 4.3, cl. 4.7
9 Road pavements Thickness
Range up to 500 mm
PN-EN 12697-36:2022 cl. 6.1
10 Road pavements Interlayer bond of asphalt layers
Range (0 – 50) kN
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
11 Road pavements Longitudinal profiles (evenness)
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) | PN-EN 13036-5:2020-01 cl. 6; WR-D-64 Guidelines for determining the surface characteristics of carriageway pavements and other parts of roads, version 01 of 18.07.2022
12 Road pavements Friction coefficient
Range (0,1 – 0,9) Direct measurement
Method: SRT-3 device 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
13 Road pavements Degree of compaction index (calculated) PN-EN 13108-20:2016-07 cl. C.4
14 Road pavements Sampling PN-EN 12697-27:2017-07 cl. 4.7
15 Concrete Compressive strength
Force range (150 - 2800) kN
PN-EN 12390-3:2019-07
16 Concrete Water absorption PN-88/B-06250
17 Concrete Depth of penetration of water under pressure PN-EN 12390-8:2019-08
18 Concrete paving blocks Water absorption PN-EN 1338:2005 Annex E | PN-EN 1338:2005/AC:2007
19 Concrete paving blocks Splitting tensile strength
Force range (10 – 300) kN
PN-EN 1338:2005 Annex F | PN-EN 1338:2005/AC:2007
20 Growing medium Deformation modulus
Load range (0,01 - 0,35) MPa
Method: VSS plate load test PN-S-02205:1998 Annex B
21 Growing medium Dynamic deformation modulus
Range (15 - 70) MN/m2
Method: dynamic plate load test, 10 kg Catalogue of Reconstruction and Repair of Flexible and Semi-Rigid Pavements KPRNPP – 2013, GDDKiA, IBDiM, Annex B4
22 Pavement structural layers Deformation modulus
Load range (0,02 – 0,45) MPa
VSS plate loading method PN-S-02205:1998 Annex B | Instruction on the subsoil of road and bridge structures, part 2, annex, published by the General Directorate of Public Roads, 1998
23 Ground Optimum moisture content, Maximum dry density of the soil skeleton Method: Proctor (I, II) PN-B-04481:1988 cl. 8
24 Ground Natural moisture content PN-88/B-04481 cl. 5.1
25 Ground Organic matter content Oxidation method PN-88/B-04481 cl. 4.4.4.1
26 Ground Sand equivalent value PN-EN 933-8:2012 Annex A
27 Road salt Water content PN-C-84081-20:1980
28 Aggregates Particle size distribution
Range (0 - 31,5) mm
PN-EN 933-1:2012
29 Aggregates Resistance to fragmentation Los Angeles method PN-EN 1097-2:2020-09 cl. 5
30 Aggregates Shape index
Range (4 – 63) mm
PN-EN 933-4:2008
31 Aggregates Sampling PN-EN 932-1:1999 cl. 8.8
32 Road markings Luminance coefficient Qd
Range (1 - 318) mcd m-2 lx-1
Method: dry PN-EN 1436:2018-02 Annex A
33 Road markings Coefficient of retroreflected luminance RL
Range (1 - 2000) mcd m-2 lx-1
Method: dry PN-EN 1436:2018-02 Annex B

Reference standards (36)

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
Instruction on the subsoil of road and bridge structures, part 2, annex, published by the General Directorate of Public Roads, 1998
Catalogue of Reconstruction and Repair of Flexible and Semi-Rigid Pavements KPRNPP – 2013, GDDKiA, IBDiM, Annex B4
PN-88/B-04481 cl. 4.4.4.1
PN-88/B-04481 cl. 5.1
PN-88/B-06250
PN-B-04481:1988 cl. 8
PN-C-84081-20:1980
PN-EN 1097-2:2020-09 cl. 5
PN-EN 12390-3:2019-07
PN-EN 12390-8:2019-08
PN-EN 12697-1:2020-08 cl. B.1.2, cl. B.1.7
PN-EN 12697-20:2020-07
PN-EN 12697-22+A1:2024-05
PN-EN 12697-27:2017-07 cl. 4.1, 4.3, cl. 4.7
PN-EN 12697-27:2017-07 cl. 4.7
PN-EN 12697-2:2025-06
PN-EN 12697-36:2022 cl. 6.1
PN-EN 12697-5:2019-01
PN-EN 12697-6:2020-07
PN-EN 12697-8:2019-01 cl. 4
PN-EN 13036-5:2020-01 cl. 6; WR-D-64 Guidelines for determining the surface characteristics of carriageway pavements and other parts of roads, version 01 of 18.07.2022
PN-EN 13036-6:2008
PN-EN 13108-20:2016-07 cl. C.4
PN-EN 1338:2005 Annex E
PN-EN 1338:2005 Annex F
PN-EN 1338:2005/AC:2007
PN-EN 1436:2018-02 Annex A
PN-EN 1436:2018-02 Annex B
PN-EN 932-1:1999 cl. 8.8
PN-EN 933-1:2012
PN-EN 933-4:2008
PN-EN 933-8:2012 Annex A
PN-S-02205:1998 Annex B
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
Regulation of the Minister of Infrastructure of 01.08.2019 (Journal of Laws 2019 item 1643)

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