🇵🇱 GENERALNA DYREKCJA DRÓG KRAJOWYCH I AUTOSTRAD PL
Construction
GENERALNA DYREKCJA DRÓG KRAJOWYCH I AUTOSTRAD is a laboratory accredited by PCA under number AB 1544 (Wieliczka, Poland). Its accreditation scope covers 32 test methods in the following areas: Construction. Test objects include: Bituminous mixtures, Aggregates, Road pavements, Road markings. Most frequently used techniques: Method: dry, using a portable instrument, Method: dry, using a vehicle-mounted instrument, Method: VSS plate load test.
At a glance
- Accreditation number: PCA AB 1544
- Methods in scope: 32
- Types of test objects: 11
- Techniques used: 11
- City: Wieliczka, Poland
- Accreditation number
- AB 1544
- Accreditation body
- PCA
- Address
- Oddział w Krakowie, ul. Mogilska 25; 31-542 Kraków, WYDZIAŁ TECHNOLOGII – LABORATORIUM DROGOWE, ul. Krakowska 37B; 32-020 Wieliczka
- City
- Wieliczka, Poland
What this laboratory tests (11)
- Bituminous mixtures — 7 methods
- Aggregates — 6 methods
- Road pavements — 5 methods
- Road markings — 4 methods
- Concrete — 3 methods
- Ground — 2 methods
- Bitumens and bituminous binders — 1 method
- Concrete paving blocks — 1 method
- Fresh concrete — 1 method
- Growing medium — 1 method
- Pavement structural layers — 1 method
Analytical techniques used (11)
- Method: dry, using a portable instrument — 2 methods
- Method: dry, using a vehicle-mounted instrument — 2 methods
- Method: VSS plate load test — 2 methods
- Method: A — 1 method
- Method: A, B, D — 1 method
- Method: Los Angeles — 1 method
- Method: ordinary — 1 method
- Method: Proctor (I, II) — 1 method
- Method: profilometric inertial-type device – laser profilograph — 1 method
- Method: Ring and Ball — 1 method
- Method: wheel tracking acc. to the procedure — 1 method
Laboratory locations
- Oddział w Krakowie — ul. Mogilska 25; 31-542 Kraków
- Wydział Technologii – Laboratorium Drogowe —
Accreditation scope — test methods (32)
| No. | Test object | Methodology / Parameters | Technique | Reference document | |
|---|---|---|---|---|---|
| Technology Division – Road Laboratory | |||||
| 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: A, B, D | PN-EN 12697-6:2020-07 | |
| 4 | Bituminous mixtures | Particle size distribution Range (0 - 31,5) mm |
PN-EN 933-1:2012 | PN-EN 12697-2+A1:2019-12 | PN-EN 12697-2:2025-06 | ||
| 5 | Bituminous mixtures | Resistance to permanent deformation Range (0 - 20) mm B (in air), small apparatus |
Method: wheel tracking acc. to the procedure | PN-EN 12697-22:2020-07 | PN-EN 12697-22+A1:2024-05 | |
| 6 | Bituminous mixtures | Air void content (calculated) | PN-EN 12697-8:2019-01 p. 4 | ||
| 7 | Bituminous mixtures | Sampling | PN-EN 12697-27:2017-07 p. 4.1, 4.3. 4.7 | ||
| 8 | Bitumens and bituminous binders | Softening point Range (28-150) °C |
Method: Ring and Ball | PN-EN 1427:2015-08 | |
| 9 | Concrete | Compressive strength Force range (150 - 3000) kN |
PN-EN 12390-3:2019-07 | ||
| 10 | Concrete | Resistance to freezing | Method: ordinary | PN-B-06265:2018-10 | PN-B-06265:2022-08 Załącznik N | |
| 11 | Concrete | Depth of penetration of water under pressure Range (0 - 150) mm |
PN-EN 12390-8:2019-08 | ||
| 12 | Fresh concrete | Sampling | PN-EN 12350-1:2019-07 | ||
| 13 | Concrete paving blocks | Water absorption | PN-EN 1338:2005 zał. E | PN-EN 1338:2005/AC:2007 | ||
| 14 | Ground | Optimum moisture content Range (3 - 40) % Maximum dry density of soil Range (1,2 - 2,7) g/cm3 |
Method: Proctor (I, II) | PN-88/B-04481 p. 8 | |
| 15 | Ground | Natural moisture content | PN-88/B-04481 p. 5.1 | ||
| 16 | Growing medium | Deformation modulus Load range (0 - 0,35) MPa |
Method: VSS plate load test | PN-S-02205:1998 Załącznik B | |
| 17 | Pavement structural layers | Deformation modulus Load range (0 - 0,45) MPa |
Method: VSS plate load test | PN-S-02205:1998 Załącznik B | |
| 18 | Aggregates | Particle size distribution Range (0 - 63) mm |
PN-EN 933-1:2012 | ||
| 19 | Aggregates | Resistance to fragmentation | Method: Los Angeles | PN-EN 1097-2:2020-09 | |
| 20 | Aggregates | Shape index Range (4 - 63) mm |
PN-EN 933-4:2008 | ||
| 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 | Sampling | PN-EN 932-1:1999 p.8.8 | ||
| 24 | Road pavements | Thickness Range (1 – 500) mm |
PN-EN 12697-36:2022-09 p. 6.1 | ||
| 25 | Road pavements | Longitudinal and transverse profiles (unevenness) Range (0 - 20) cm International Roughness Index IRI (calculated) |
Method: profilometric inertial-type device – laser profilograph | PN-EN 13036-6:2008 | Rozporządzenie Ministra Infrastruktury z dnia 01.08.2019 r. (Dz.U. z 2019 r. poz. 1643) WR-D-64 Wytyczne określania cech powierzchniowych nawierzchni jezdni i innych części dróg, wersja 01 z dnia 18.07.2022 r. p. 5, p. 6 WR-D-64 Wytyczne określania cech powierzchniowych nawierzchni jezdni i innych części dróg, wersja 02 z dnia 09.12.2025 r. p. 6, p. 7 | ASTM E 1926-08 | |
| 26 | Road pavements | Air void content (calculated) | PN-EN 12697-8:2019-01 p. 4 | ||
| 27 | Road pavements | Degree of compaction index (calculated) | PN-EN 13108-20:2016-07 Załącznik C4 | ||
| 28 | Road pavements | Sampling | PN-EN 12697-27:2017-07 p. 4.7 | ||
| 29 | Road markings | Luminance coefficient Qd Range (1 - 318) mcd m-2 lx-1 |
Method: dry, using a portable instrument | PN-EN 1436:2018-02 Załącznik A | |
| 30 | Road markings | Coefficient of retroreflected luminance RL Range (1 - 2000) mcd m-2 lx-1 |
Method: dry, using a portable instrument | PN-EN 1436:2018-02 Załącznik B | |
| 31 | Road markings | Luminance coefficient Qd Range (1 - 318) mcd m-2 lx-1 |
Method: dry, using a vehicle-mounted instrument | PN-EN 1436:2018-02 Załącznik A | |
| 32 | Road markings | Coefficient of retroreflected luminance RL Range (1 - 2000) mcd m-2 lx-1 |
Method: dry, using a vehicle-mounted instrument | PN-EN 1436:2018-02 Załącznik B | |
Reference standards (34)
ASTM E 1926-08
PN-88/B-04481 p. 5.1
PN-88/B-04481 p. 8
PN-B-06265:2018-10
PN-B-06265:2022-08 Załącznik N
PN-EN 1097-2:2020-09
PN-EN 12350-1:2019-07
PN-EN 12390-3:2019-07
PN-EN 12390-8:2019-08
PN-EN 12697-1:2020-08 p. B.1.7
PN-EN 12697-2+A1:2019-12
PN-EN 12697-22+A1:2024-05
PN-EN 12697-22:2020-07
PN-EN 12697-27:2017-07 p. 4.1, 4.3. 4.7
PN-EN 12697-27:2017-07 p. 4.7
PN-EN 12697-2:2025-06
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
PN-EN 13108-20:2016-07 Załącznik C4
PN-EN 1338:2005 zał. E
PN-EN 1338:2005/AC:2007
PN-EN 1367-1:2007
PN-EN 1367-6:2008
PN-EN 1427:2015-08
PN-EN 1436:2018-02 Załącznik A
PN-EN 1436:2018-02 Załącznik B
PN-EN 932-1:1999 p.8.8
PN-EN 933-1:2012
PN-EN 933-4:2008
PN-S-02205:1998 Załącznik B
Rozporządzenie Ministra Infrastruktury z dnia 01.08.2019 r. (Dz.U. z 2019 r. poz. 1643) WR-D-64 Wytyczne określania cech powierzchniowych nawierzchni jezdni i innych części dróg, wersja 01 z dnia 18.07.2022 r. p. 5, p. 6 WR-D-64 Wytyczne określania cech powierzchniowych nawierzchni jezdni i innych części dróg, wersja 02 z dnia 09.12.2025 r. p. 6, p. 7