🇵🇱 GENERALNA DYREKCJA DRÓG KRAJOWYCH I AUTOSTRAD PL

PCA AB 1482 • Morawica, Poland • 35 methods

Construction

GENERALNA DYREKCJA DRÓG KRAJOWYCH I AUTOSTRAD is a laboratory accredited by PCA under number AB 1482 (Morawica, Poland). Its accreditation scope covers 35 test methods in the following areas: Construction. Test objects include: Road pavements, Aggregates, Bituminous mixtures, Concrete. Most frequently used techniques: Method: dynamic plate load test, Method: VSS plate load test, Leutner method.

At a glance

  • Accreditation number: PCA AB 1482
  • Methods in scope: 35
  • Types of test objects: 9
  • Techniques used: 14
  • City: Morawica, Poland
Accreditation number
AB 1482
Accreditation body
PCA
Address
ODDZIAŁ W KIELCACH, ul. Paderewskiego 43/45, 25-950 Kielce, WYDZIAŁ TECHNOLOGII I JAKOŚCI BUDOWY DRÓG, – LABORATORIUM DROGOWE, Brzeziny, ul. Kielecka 12, 26-026 Morawica
City
Morawica, Poland

What this laboratory tests (9)

Analytical techniques used (14)

Laboratory locations

Certificate information

Issue date
20.10.2026
Issue no.
15

Accreditation scope — test methods (35)

No. Test object Methodology / Parameters Technique Reference document
Department of Road Construction Technology and Quality – Road Laboratory; Brzeziny, ul. Kielecka 12; 26-026 Morawica
1 Bituminous mixtures Soluble binder content
Range (2 - 10) %
PN-EN 12697-1:2020-08 cl. B.1.2
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 Particle size distribution
Range (0 - 31,5) mm
PN-EN 12697-2:2025-06 | PN-EN 933-1:2012
5 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
6 Bituminous mixtures Sampling PN-EN 12697-27:2017-07 cl. 4.1, 4.3, 4.7
7 Fresh concrete Consistency Slump test method PN-EN 12350-2:2019-07
8 Fresh concrete Air content Method: pressure gauge PN-EN 12350-7:2019-08
9 Fresh concrete Sampling PN-EN 12350-1:2019-07
10 Concrete Compressive strength
Force range (150 - 3000) kN
PN-EN 12390-3:2019-07
11 Concrete Water absorption PN-B-06250:1988
12 Concrete Resistance to freezing Method: ordinary PN-B-06250:1988 | PN-B-06265:2022-08 Annex N
13 Concrete Sampling PN-EN 12350-1:2019-07
14 Concrete paving blocks Water absorption PN-EN 1338:2005 Annex E | PN-EN 1338:2005/AC:2007
15 Concrete paving blocks Splitting tensile strength
Force range (10 - 200) kN
PN-EN 1338:2005 Annex F | PN-EN 1338:2005/AC:2007
16 Ground Optimum moisture content
Range (3 - 40) % Maximum dry density of soil Range (1,2 - 2,5) g/cm3
Method: Proctor (I), (II) PN-B-04481:1988 cl. 8
17 Ground Compaction index (Is) Sand cone method; Driven cylinder method BN-77/8931-12
18 Ground Natural moisture content PN-B-04481:1988 cl. 5.1
19 Aggregates Particle size distribution
Range (0 - 63) mm
PN-EN 933-1:2012
20 Aggregates Resistance to fragmentation Method: Los Angeles PN-EN 1097-2:2020-09 excluding Annex A
21 Aggregates Frost resistance in water PN-EN 1367-1:2007
22 Aggregates Frost resistance in the presence of salt PN-EN 1367-6:2008
23 Aggregates Sand equivalent value PN-EN 933-8+A1:2015-07 Annex A
24 Aggregates Sampling PN-EN 932-1:1999 cl. 8.8
25 Growing medium Deformation modulus
Load range (0,00 - 0,35) MN/m2
Method: VSS plate load test PN-S-02205:1998 Annex B
26 Growing medium Dynamic deformation modulus
Load range (15 - 120) MPa
Method: dynamic plate load test Catalogue of Reconstruction and Repair of Flexible and Semi-Rigid Pavements KPRNPP – 2014, GDDKiA, IBDiM, Annex B4
27 Pavement structural layers Deformation modulus
Load range (0,00 - 0,45) MPa
Method: VSS plate load test PN-S-02205:1998 Annex B
28 Pavement structural layers Dynamic deformation modulus
Load range (15 - 120) MPa
Method: dynamic plate load test Catalogue of Reconstruction and Repair of Flexible and Semi-Rigid Pavements KPRNPP – 2014, GDDKiA, IBDiM, Annex B4
29 Road pavements Thickness
Range up to 500 mm
PN-EN 12697-36:2022-09 cl. 6.1
30 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 | PN-EN 13036-5:2020-01 cl. 6; Models and standards recommended by the minister responsible for transport: 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
31 Road pavements Friction coefficient
Range (0,1 – 0,9) SRT-3
Method: point measurement with an instrument Regulation of the Minister of Infrastructure of 01.08.2019 (Journal of Laws 2019, item 1643); Models and standards recommended by the minister responsible for transport: WR-D-64 Guidelines for determining the surface characteristics of carriageway pavements and other parts of roads, version 01 of 18.07.2022, cl. 4.1
32 Road pavements Interlayer bond strength 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
33 Road pavements Air void content (calculated) PN-EN 12697-8:2019-01 cl. 4
34 Road pavements Compaction index of the asphalt layer (calculated) PN-EN 13108-20:2016-07 Annex C, cl. C.4
35 Road pavements Sampling PN-EN 12697-27:2017-07 cl. 4.7

Reference standards (34)

BN-77/8931-12
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
Catalogue of Reconstruction and Repair of Flexible and Semi-Rigid Pavements KPRNPP – 2014, GDDKiA, IBDiM, Annex B4
PN-B-04481:1988 cl. 5.1
PN-B-04481:1988 cl. 8
PN-B-06250:1988
PN-B-06265:2022-08 Annex N
PN-EN 1097-2:2020-09 excluding Annex A
PN-EN 12350-1:2019-07
PN-EN 12350-2:2019-07
PN-EN 12350-7:2019-08
PN-EN 12390-3:2019-07
PN-EN 12697-1:2020-08 cl. B.1.2
PN-EN 12697-22+A1:2024-05
PN-EN 12697-27:2017-07 cl. 4.1, 4.3, 4.7
PN-EN 12697-27:2017-07 cl. 4.7
PN-EN 12697-2:2025-06
PN-EN 12697-36:2022-09 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; Models and standards recommended by the minister responsible for transport: 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
PN-EN 13036-6:2008
PN-EN 13108-20:2016-07 Annex C, cl. C.4
PN-EN 1338:2005 Annex E
PN-EN 1338:2005 Annex F
PN-EN 1338:2005/AC:2007
PN-EN 1367-1:2007
PN-EN 1367-6:2008
PN-EN 932-1:1999 cl. 8.8
PN-EN 933-1:2012
PN-EN 933-8+A1:2015-07 Annex A
PN-S-02205:1998 Annex B
Regulation of the Minister of Infrastructure of 01.08.2019 (Journal of Laws 2019, item 1643); Models and standards recommended by the minister responsible for transport: WR-D-64 Guidelines for determining the surface characteristics of carriageway pavements and other parts of roads, version 01 of 18.07.2022, cl. 4.1

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