🇵🇱 GENERALNA DYREKCJA DRÓG KRAJOWYCH I AUTOSTRAD PL

PCA AB 1523 • Lublin, Poland • 36 methods

Construction

GENERALNA DYREKCJA DRÓG KRAJOWYCH I AUTOSTRAD is a laboratory accredited by PCA under number AB 1523 (Lublin, Poland). Its accreditation scope covers 36 test methods in the following areas: Construction. Test objects include: Road pavements, Bituminous mixtures, Aggregates, Ground. Most frequently used techniques: Method: dry, Method: dynamic plate load test, Method: Proctor (I, II).

At a glance

  • Accreditation number: PCA AB 1523
  • Methods in scope: 36
  • Types of test objects: 10
  • Techniques used: 11
  • City: Lublin, Poland
Accreditation number
AB 1523
Accreditation body
PCA
Address
ODDZIAŁ W LUBLINIE, ul. Techniczna 4; 20-151 Lublin, WYDZIAŁ TECHNOLOGII I JAKOŚCI BUDOWY DRÓG, – LABORATORIUM DROGOWE
City
Lublin, Poland

What this laboratory tests (10)

Analytical techniques used (11)

Laboratory sections (5)

Laboratory locations

Certificate information

Issue date
23.06.2026
Issue no.
15

Accreditation scope — test methods (36)

No. Test object Methodology / Parameters Technique Reference document
Bitumens and Asphalt Mixtures Team
1 Bituminous mixtures Soluble binder content
Range (2 - 10) %
PN-EN 12697-1:2020-08 cl. B.1.7
2 Bituminous mixtures Density in water
Range (2,300 - 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 Grading
Range (0 - 31,5) mm
PN-EN 12697-2:2025-06 | PN-EN 933-1:2012
6 Bituminous mixtures Resistance to permanent deformation
Range (0 - 20) mm
Method: wheel tracking, method B (in air, small-size device) PN-EN 12697-22:2008 | PN-EN 12697-22+A1:2024-05
7 Bituminous mixtures Sampling PN-EN 12697-27:2017-07 cl. 4.1, 4.3, 4.7
8 Road pavements Thickness
Range up to 500 mm
PN-EN 12697-36:2022-09 cl. 6.1
9 Road pavements Air void content in the layer (calculated) PN-EN 12697-8:2019-01 cl. 4
10 Road pavements Compaction index of asphalt layers (calculated) PN-EN 13108-20:2016-07 Annex C4
11 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
12 Road pavements Sampling PN-EN 12697-27:2017-07 cl. 4.7
13 Bitumens and bituminous binders Needle penetration
Range up to 330 x 0,1 mm
PN-EN 1426:2015-08
Concrete and Binding Materials Team
14 Concrete Compressive strength
Force range (30 - 3000) kN
PN-EN 12390-3:2019-07
15 Concrete Water absorption PN-88/B-06250
16 Concrete paving blocks Water absorption PN-EN 1338:2005 Annex E | PN-EN 1338:2005 /AC:2007
17 Concrete paving blocks Splitting tensile strength PN-EN 1338:2005 Annex F | PN-EN 1338:2005/AC:2007
Soils and Geotechnics Team
18 Ground Optimum moisture content
Range (3 - 40) %
Method: Proctor (I, II) PN-88/B-04481 cl. 8
19 Ground Maximum dry density of soil
Range (1,2 - 2,5) g/cm3
Method: Proctor (I, II) PN-88/B-04481 cl. 8
20 Ground Compaction index (IS) BN-77/8931-12 cl. 4
21 Ground Mass loss on ignition PN-88/B-04481 cl. 4.4.4.2
22 Growing medium Dynamic deformation modulus
Load range (15 - 105) MN/m2
Method: dynamic plate load test Catalogue of Reconstruction and Repair of Flexible and Semi-Rigid Pavements, KPRNPP-2013 GDDKiA, IBDiM, Annex B4
23 Pavement structural layers Dynamic deformation modulus
Load range (15 - 105) MN/m2
Method: dynamic plate load test Catalogue of Reconstruction and Repair of Flexible and Semi-Rigid Pavements, KPRNPP-2013 GDDKiA, IBDiM, Annex B4
Aggregates Team
24 Aggregates Particle size distribution
Range (0 - 63) mm
PN-EN 933-1:2012
25 Aggregates Resistance to fragmentation Method: Los Angeles PN-EN 1097-2:2020-09
26 Aggregates Shape index PN-EN 933-4:2008
27 Aggregates Sand equivalent value PN-EN 933-8+A1:2015-07
28 Aggregates Water content PN-EN 1097-5:2008
29 Aggregates Sampling PN-EN 932-1:1999 cl. 8.8
Pavement Diagnostics Team
30 Growing medium Deformation modulus
Load range (0,0 - 0,35) MPa
Method: VSS plate load test PN-S-02205:1998 Annex B
31 Pavement structural layers Deformation modulus
Load range (0,0 - 0,45) MPa
Method: VSS plate load test PN-S-02205:1998 Annex B
32 Road pavements Longitudinal profiles (evenness)
Range (0 - 20) cm
Method: profilometric, inertial-type device – laser profilograph PN-EN 13036-6:2008 | ASTM E 1926-08 | WR-D-64 Guidelines for determining the surface characteristics of carriageway pavements and other parts of the road, version 01 of 18.07.2022, cl. 5
33 Road pavements International Roughness Index IRI (calculated) PN-EN 13036-6:2008 | ASTM E 1926-08 | WR-D-64 Guidelines for determining the surface characteristics of carriageway pavements and other parts of the road, version 01 of 18.07.2022, cl. 5
34 Road pavements Friction coefficient
Range (0,1-0,9)
Method: spot measurement with an SRT-3 device Test instruction IB 7.2-2 issue 1 of 20.06.2023 | WR-D-64 Guidelines for determining the surface characteristics of carriageway pavements and other parts of the road, version 01 of 18.07.2022, cl. 4.1
35 Road markings Luminance coefficient Qd
Range (1 - 318) mcd m-2 lx-1
Method: dry PN-EN 1436:2018-02 Annex A
36 Road markings Coefficient of retroreflected luminance RL
Range (1 - 2 000) mcd m-2 lx-1
Method: dry PN-EN 1436:2018-02 Annex B

Reference standards (37)

ASTM E 1926-08
BN-77/8931-12 cl. 4
Test instruction IB 7.2-2 issue 1 of 20.06.2023
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-2013 GDDKiA, IBDiM, Annex B4
PN-88/B-04481 cl. 4.4.4.2
PN-88/B-04481 cl. 8
PN-88/B-06250
PN-EN 1097-2:2020-09
PN-EN 1097-5:2008
PN-EN 12390-3:2019-07
PN-EN 12697-1:2020-08 cl. B.1.7
PN-EN 12697-22+A1:2024-05
PN-EN 12697-22:2008
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 13036-6:2008
PN-EN 13108-20:2016-07 Annex C4
PN-EN 1338:2005 /AC:2007
PN-EN 1338:2005 Annex E
PN-EN 1338:2005 Annex F
PN-EN 1338:2005/AC:2007
PN-EN 1426:2015-08
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+A1:2015-07
PN-S-02205:1998 Annex B
WR-D-64 Guidelines for determining the surface characteristics of carriageway pavements and other parts of the road, version 01 of 18.07.2022, cl. 4.1
WR-D-64 Guidelines for determining the surface characteristics of carriageway pavements and other parts of the road, version 01 of 18.07.2022, cl. 5

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