🇵🇱 GENERALNA DYREKCJA DRÓG KRAJOWYCH I AUTOSTRAD PL
Construction
GENERALNA DYREKCJA DRÓG KRAJOWYCH I AUTOSTRAD is a laboratory accredited by PCA under number AB 1533 (Opole, Poland). Its accreditation scope covers 24 test methods in the following areas: Construction. Test objects include: Bituminous mixtures, Aggregates, Concrete, Ground.
At a glance
- Accreditation number: PCA AB 1533
- Methods in scope: 24
- Types of test objects: 8
- City: Opole, Poland
- Accreditation number
- AB 1533
- Accreditation body
- PCA
- Address
- ODDZIAŁ W OPOLU, ul. Mieczysława Niedziałkowskiego 6, 45-085 Opole, WYDZIAŁ TECHNOLOGII I JAKOŚCI BUDOWY DRÓG, – LABORATORIUM DROGOWE, ul. Żerkowicka 1c, 45-851 Opole
- City
- Opole, Poland
What this laboratory tests (8)
- Bituminous mixtures — 5 methods
- Aggregates — 4 methods
- Concrete — 4 methods
- Ground — 3 methods
- Road pavements — 3 methods
- Fresh concrete — 2 methods
- Pavement structural layers — 2 methods
- Growing medium — 1 method
Accreditation scope — test methods (24)
| No. | Test object | Methodology / Parameters | Technique | Reference document | |
|---|---|---|---|---|---|
| Test methods | |||||
| 1 | Bituminous mixtures | Soluble binder content Range: (2 - 10) % | PN-EN 12697-1:2012 p.B.1.2 PN-EN 12697-1:2020-08 p.B.1.2 | ||
| 2 | Bituminous mixtures | Density in water Range: (2,100 - 3,000) Mg/m3 Method: A | PN-EN 12697-5:2010 PN-EN 12697-5:2010/AC:2012 PN-EN 12697-5:2019-01 | ||
| 3 | Bituminous mixtures | Bulk density Range: (2,100 - 3,000) Mg/m3 Method: B | PN-EN 12697-6:2012 PN-EN 12697-6:2020-07 | ||
| 4 | Bituminous mixtures | Particle size distribution Range: (0 - 31,5) mm | PN-EN 12697-2:2015-06 PN-EN 12697-2+A1:2019-12 PN-EN 933-1:2012 | ||
| 5 | Bituminous mixtures | Sampling | PN-EN 12697-27:2005 p. 4.1 | PN-EN 12697-27:2017-07 p. 4.1 | ||
| 6 | Road pavements | Thickness Range: up to 300 mm | PN-EN 12697-36:2022-09 p. 6.1 | ||
| 7 | Road pavements | Interlayer bond strength of asphalt layers Leutner method | Instrukcja laboratoryjnego badania sczepności międzywarstwowej warstw asfaltowych wg metody Leutnera i wymagania techniczne sczepności | ||
| 8 | Road pavements | Sampling | PN-EN 12697-27:2005 p. 4.7 PN-EN 12697-27:2017-07 p. 4.7 | ||
| 9 | Concrete | Compressive strength Force range: (10 - 3000) kN | PN-EN 12390-3:2011 PN-EN 12390-3:2011/AC:2012 PN-EN 12390-3:2019-07 | ||
| 10 | Concrete | Water absorption | PN-88/B-06250 | ||
| 11 | Concrete | Resistance to freezing Ordinary method | PN-88/B-06250 PN-B-06265:2022-08 Załącznik N | ||
| 12 | Concrete | Depth of penetration of water under pressure | PN-EN 12390-8:2019-08 | ||
| 13 | Fresh concrete | Air content Method: pressure gauge | PN-EN 12350-7:2019-08 | ||
| 14 | Fresh concrete | Consistence Method: slump | PN-EN 12350-2:2019-07 | ||
| 15 | Ground | Optimum moisture content Maximum dry density of the soil skeleton Method: Proctor (I, II) | PN-88/B-04481 p.8 | ||
| 16 | Ground | Sand equivalent Range: (0 - 4) mm | PN-EN 933-8:2012 Załącznik A | ||
| 17 | Ground | Natural moisture content | PN-88/B-04481 p. 5.1 | ||
| 18 | Growing medium | Deformation modulus Load range: (0,01 - 0,35) MPa Method: VSS plate load test | PN-S-02205:1998 Załącznik B | ||
| 19 | Pavement structural layers | Modulus of deformation Load range: (0,01 - 0,45)MPa Method: VSS plate loading | PN-S-02205:1998 Załącznik B | ||
| 20 | Pavement structural layers | Dynamic modulus of deformation Range: (15-120) MN/m2 Dynamic plate loading method | Katalog Przebudów i Remontów Nawierzchni Podatnych i Półsztywnych KPRNPP – 2014, GDDKiA, IBDiM, Załącznik B4 | ||
| 21 | Aggregates | Particle size distribution | PN-EN 933-1:2012 | ||
| 22 | Aggregates | Resistance to fragmentation Method: Los Angeles | PN-EN 1097-2:2010 PN-EN 1097-2:2020-09 | ||
| 23 | Aggregates | Shape index | PN-EN 933-4:2008 | ||
| 24 | Aggregates | Sampling | PN-EN 932-1:1999 p.8.8 | ||
Reference standards (24)
Instrukcja laboratoryjnego badania sczepności międzywarstwowej warstw asfaltowych wg metody Leutnera i wymagania techniczne sczepności
Katalog Przebudów i Remontów Nawierzchni Podatnych i Półsztywnych KPRNPP – 2014, GDDKiA, IBDiM, Załącznik B4
PN-88/B-04481 p. 5.1
PN-88/B-04481 p.8
PN-88/B-06250
PN-88/B-06250 PN-B-06265:2022-08 Załącznik N
PN-EN 1097-2:2010 PN-EN 1097-2:2020-09
PN-EN 12350-2:2019-07
PN-EN 12350-7:2019-08
PN-EN 12390-3:2011 PN-EN 12390-3:2011/AC:2012 PN-EN 12390-3:2019-07
PN-EN 12390-8:2019-08
PN-EN 12697-1:2012 p.B.1.2 PN-EN 12697-1:2020-08 p.B.1.2
PN-EN 12697-27:2005 p. 4.1
PN-EN 12697-27:2005 p. 4.7 PN-EN 12697-27:2017-07 p. 4.7
PN-EN 12697-27:2017-07 p. 4.1
PN-EN 12697-2:2015-06 PN-EN 12697-2+A1:2019-12 PN-EN 933-1:2012
PN-EN 12697-36:2022-09 p. 6.1
PN-EN 12697-5:2010 PN-EN 12697-5:2010/AC:2012 PN-EN 12697-5:2019-01
PN-EN 12697-6:2012 PN-EN 12697-6:2020-07
PN-EN 932-1:1999 p.8.8
PN-EN 933-1:2012
PN-EN 933-4:2008
PN-EN 933-8:2012 Załącznik A
PN-S-02205:1998 Załącznik B