🇵🇱 GENERALNA DYREKCJA DRÓG KRAJOWYCH I AUTOSTRAD PL
ConstructionWater & wastewater
GENERALNA DYREKCJA DRÓG KRAJOWYCH I AUTOSTRAD is a laboratory accredited by PCA under number AB 1529 (Skarbimierzyce, Poland). Its accreditation scope covers 39 test methods in the following areas: Construction, Water & wastewater. Test objects include: Bituminous mixtures, Road pavements, Bitumens and bituminous binders, Aggregates.
At a glance
- Accreditation number: PCA AB 1529
- Methods in scope: 39
- Types of test objects: 9
- City: Skarbimierzyce, Poland
- Accreditation number
- AB 1529
- Accreditation body
- PCA
- Address
- ODDZIAŁ W SZCZECINIE, ul. Bohaterów Warszawy 33, 70-340 Szczecin, WYDZIAŁ TECHNOLOGII – LABORATORIUM DROGOWE, ul. Wiosenna 8, 72-002 Skarbimierzyce
- City
- Skarbimierzyce, Poland
What this laboratory tests (9)
- Bituminous mixtures — 9 methods
- Road pavements — 7 methods
- Bitumens and bituminous binders — 6 methods
- Aggregates — 5 methods
- Concrete — 4 methods
- Fresh concrete — 3 methods
- Ground — 2 methods
- Road markings — 2 methods
- Concrete paving blocks — 1 method
Accreditation scope — test methods (39)
| No. | Test object | Methodology / Parameters | Technique | Reference document | |
|---|---|---|---|---|---|
| Test methods | |||||
| 1 | Bituminous mixtures | Soluble binder content Range: (2 - 10) % | PN-EN 12697-1:2020-08 p.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 | Particle size distribution Range: (0 - 31,5) mm | PN-EN 12697-2+A1:2019-12 PN-EN 933-1:2012 | ||
| 5 | Bituminous mixtures | Air void content (calculated) | PN-EN 12697-8:2019-01 p.4 | ||
| 6 | Bituminous mixtures | Resistance 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 | Sensitivity to water and frost | GDDKiA, Instrukcja WT-2:2014, część I, Załącznik A | ||
| 8 | Bituminous mixtures | Hardness (penetration) on cube samples | PN-EN 12697-20:2020-07 | ||
| 9 | Bituminous mixtures | Sampling | PN-EN 12697-27:2017-07 p. 4.1 | ||
| 10 | Road pavements | Thickness Range: up to 500 mm | PN-EN 12697-36:2022-09 p. 6.1 | ||
| 11 | Road pavements | Air void content (calculated) | PN-EN 12697-8:2019-01 p.4 | ||
| 12 | Road pavements | Degree of compaction index (calculated) | PN-EN 13108-20:2016-07 p. C4 | ||
| 13 | Road pavements | Longitudinal profiles (unevenness) Range: (0 - 20) cm Method: profilometric, inertial-type device – laser profilograph International Roughness Index IRI (calculated) | PN-EN 13036-6:2008 Rozporządzenie Ministra Infrastruktury z dnia 01.08.2019 r. (Dz. U. z 2019 poz.1643) PN-EN 13036-5:2020-01 p. 6 WR-D-64 Wytyczne określania cech powierzchniowych nawierzchni jezdni i innych części dróg | ||
| 14 | Road pavements | Interlayer bond strength of asphalt layers Leutner method | Instrukcja laboratoryjnego badania sczepności międzywarstwowej warstw asfaltowych wg metody Leutnera i wymagania techniczne sczepności | ||
| 15 | Road pavements | Friction coefficient Range: (0,1 - 0,9) Method: spot measurement with the SRT-3 device | TD-1/1 | enie Ministra Infrastruktury z dnia 01.08.2019 r. (Dz. U. 2019 r. poz. 1643) WR-D-64 Wytyczne określania cech powierzchniowych nawierzchni jezdni i innych części dróg | ||
| 16 | Road pavements | Sampling | PN-EN 12697-27:2017-07 p. 4.7 | ||
| 17 | Bitumens and bituminous binders | Needle penetration Range: (0 - 160 x 0,1 mm) | PN-EN 1426:2015-08 | ||
| 18 | Bitumens and bituminous binders | Softening point Range: (28 - 80) oC Method: ring and ball | PN-EN1427:2015-08 | ||
| 19 | Bitumens and bituminous binders | Elastic recovery | PN-EN 13398:2017-12 | ||
| 20 | Bitumens and bituminous binders | Resistance to ageing by heat and air RTFOT method (change in mass) | PN-EN 12607-1:2014-12 | ||
| 21 | Bitumens and bituminous binders | Retained penetration after RTFOT | PN-EN 12607-1:2014-12 PN-EN 1426:2015-08 | ||
| 22 | Bitumens and bituminous binders | Increase in softening point after RTFOT | PN-EN 12607-1:2014-12 PN-EN 1427:2015-08 | ||
| 23 | Concrete | Compressive strength Force range: (100 - 3000) kN | PN-EN 12390-3:2019-07 | ||
| 24 | Concrete | Water absorption | PN-88/B-06250 | ||
| 25 | Concrete | Resistance to freezing Method: ordinary | PN-88/B-06250 p. 6.5.1 PN-B-06265:2022-08 Załącznik N | ||
| 26 | Concrete | Depth of penetration of water under pressure | PN-EN 12390-8:2019-08 | ||
| 27 | Fresh concrete | Consistency Slump method | PN-EN 12350-2:2019-07 | ||
| 28 | Fresh concrete | Air content Pressure gauge method | PN-EN 12350-7:2019-08 | ||
| 29 | Fresh concrete | Sampling | PN-EN 12350-1:2019-07 PN-EN 12350-1:2019-07/Ap1:2022-06 | ||
| 30 | Concrete paving blocks | Water absorption | PN-EN 1338:2005 Załącznik E PN-EN 1338:2005/AC:2007 | ||
| 31 | Ground | Optimum moisture content Range: (3 - 15) % Maximum dry density of the soil skeleton Range: (1,2 - 2,5) g/cm3 Method: Proctor (I, II) | PN-88/B-04481 p. 8 | ||
| 32 | Ground | Sand equivalent value | PN-EN 933-8:2012 Załącznik A | ||
| 33 | Aggregates | Particle size distribution Range: (0 - 31,5) mm | PN-EN 933-1:2012 | ||
| 34 | Aggregates | Resistance to fragmentation Method: Los Angeles | PN-EN 1097-2:2020-09 p. 5 | ||
| 35 | Aggregates | Sand equivalent value | PN-EN 933-8+A1:2015-07 Załącznik A | ||
| 36 | Aggregates | Shape index | PN-EN 933-4:2008 p. 7.2 | ||
| 37 | Aggregates | Sampling | PN-EN 932-1:1999 p. 8.8 | ||
| 38 | Road markings | Luminance coefficient Qd Range: (1 - 318) mcd m-2 lx-1 Method: dry | PN-EN 1436:2018 Załącznik A | ||
| 39 | Road markings | Coefficient of retroreflection R L Range: (1 - 2 000) mcd m-2 lx-1 Method: dry | PN-EN 1436:2018 Załącznik B | ||
Reference standards (39)
GDDKiA, Instrukcja WT-2:2014, część I, Załącznik A
Instrukcja laboratoryjnego badania sczepności międzywarstwowej warstw asfaltowych wg metody Leutnera i wymagania techniczne sczepności
PN-88/B-04481 p. 8
PN-88/B-06250
PN-88/B-06250 p. 6.5.1 PN-B-06265:2022-08 Załącznik N
PN-EN 1097-2:2020-09 p. 5
PN-EN 12350-1:2019-07 PN-EN 12350-1:2019-07/Ap1:2022-06
PN-EN 12350-2:2019-07
PN-EN 12350-7:2019-08
PN-EN 12390-3:2019-07
PN-EN 12390-8:2019-08
PN-EN 12607-1:2014-12
PN-EN 12607-1:2014-12 PN-EN 1426:2015-08
PN-EN 12607-1:2014-12 PN-EN 1427:2015-08
PN-EN 12697-1:2020-08 p.B.1.7
PN-EN 12697-2+A1:2019-12 PN-EN 933-1:2012
PN-EN 12697-20:2020-07
PN-EN 12697-22+A1:2024-05
PN-EN 12697-27:2017-07 p. 4.1
PN-EN 12697-27:2017-07 p. 4.7
PN-EN 12697-36:2022-09 p. 6.1
PN-EN 12697-5:2019-01
PN-EN 12697-6:2020-07
PN-EN 12697-8:2019-01 p.4
PN-EN 13036-6:2008 Rozporządzenie Ministra Infrastruktury z dnia 01.08.2019 r. (Dz. U. z 2019 poz.1643) PN-EN 13036-5:2020-01 p. 6 WR-D-64 Wytyczne określania cech powierzchniowych nawierzchni jezdni i innych części dróg
PN-EN 13108-20:2016-07 p. C4
PN-EN 1338:2005 Załącznik E PN-EN 1338:2005/AC:2007
PN-EN 13398:2017-12
PN-EN 1426:2015-08
PN-EN 1436:2018 Załącznik A
PN-EN 1436:2018 Załącznik B
PN-EN 932-1:1999 p. 8.8
PN-EN 933-1:2012
PN-EN 933-4:2008 p. 7.2
PN-EN 933-8+A1:2015-07 Załącznik A
PN-EN 933-8:2012 Załącznik A
PN-EN1427:2015-08
TD-1/1
enie Ministra Infrastruktury z dnia 01.08.2019 r. (Dz. U. 2019 r. poz. 1643) WR-D-64 Wytyczne określania cech powierzchniowych nawierzchni jezdni i innych części dróg