🇵🇱 GENERALNA DYREKCJA DRÓG KRAJOWYCH I AUTOSTRAD PL
Construction
GENERALNA DYREKCJA DRÓG KRAJOWYCH I AUTOSTRAD is a laboratory accredited by PCA under number AB 1549 (Jaworzno, Poland). Its accreditation scope covers 31 test methods in the following areas: Construction. Test objects include: Bituminous mixtures, Aggregates, Ground, Concrete.
At a glance
- Accreditation number: PCA AB 1549
- Methods in scope: 31
- Types of test objects: 10
- City: Jaworzno, Poland
- Accreditation number
- AB 1549
- Accreditation body
- PCA
- Address
- ODDZIAŁ W KATOWICACH, ul. Myśliwska 5; 40-017 Katowice, WYDZIAŁ TECHNOLOGII I JAKOŚCI BUDOWY DRÓG, – LABORATORIUM DROGOWE, ul. Drogowców 6; 43-600 Jaworzno
- City
- Jaworzno, Poland
What this laboratory tests (10)
- Bituminous mixtures — 6 methods
- Aggregates — 5 methods
- Ground — 5 methods
- Concrete — 4 methods
- Fresh concrete mixes — 3 methods
- Road pavements — 3 methods
- Road markings — 2 methods
- Concrete paving blocks — 1 method
- Growing medium — 1 method
- Pavement structural layers — 1 method
Accreditation scope — test methods (31)
| 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: A, B, D | PN-EN 12697-6:2020-07 | ||
| 4 | Bituminous mixtures | Air void content (calculated) | PN-EN 12697-8:2019-01 p. 4 | ||
| 5 | Bituminous mixtures | Particle size distribution Range (0 - 31,5) mm | PN-EN 933-1:2012 PN-EN 12697-2+A1:2019-12 | ||
| 6 | Bituminous mixtures | Sampling | PN-EN 12697-27:2017-07 p. 4.1 | ||
| 7 | Road pavements | Thickness Range: up to 500 mm | PN-EN 12697-36:2005 p. 4.1 PN-EN 12697-36:2022-09 p. 6.1 | ||
| 8 | Road pavements | Air void content (calculated) | PN-EN 12697-8:2019-01 p. 4 | ||
| 9 | Road pavements | Sampling | PN-EN 12697-27:2017-07 p. 4.7 | ||
| 10 | Concrete | Compressive strength Force range: (10 - 3000) kN | PN-EN 12390-3:2019-07 | ||
| 11 | Concrete | Splitting tensile strength Force range: (50 – 400) kN | PN-EN 12390-6:2011 | ||
| 12 | Concrete | Depth of penetration of water under pressure | PN-EN 12390-8:2019-08 | ||
| 13 | Concrete | Resistance to freezing | PN-B-06265:2022-08 Załącznik N | ||
| 14 | Fresh concrete mixes | Consistency Slump test method | PN-EN 12350-2:2019-07 | ||
| 15 | Fresh concrete mixes | Air content Pressure gauge method | PN-EN 12350-7:2019-08 | ||
| 16 | Fresh concrete mixes | Sampling | PN-EN 12350-1:2019-07 | ||
| 17 | Concrete paving blocks | Water absorption | PN-EN 1338:2005 Załącznik E PN-EN 1338:2005/AC:2007 | ||
| 18 | Ground | Natural moisture content | PN-B-04481:1988 p. 5.1 | ||
| 19 | Ground | Optimum moisture content Range (3 - 40)% Maximum dry density of the soil skeleton Range (1,2 - 2,5) g/cm3 Method: Proctor (I, II) | PN-B-04481:1988 p.8 | ||
| 20 | Ground | Sand equivalent value | PN-EN 933-8:2012 Załącznik A | ||
| 21 | Ground | Organic matter content Oxidation method | PN-88/B-04481 p. 4.4.4.1 | ||
| 22 | Ground | Mass loss on ignition | PN-88/B-04481 p. 4.4.4.2 | ||
| 23 | Aggregates | Grain composition Range: (0 - 63) mm Sieving method | PN-EN 933-1:2012 | ||
| 24 | Aggregates | Resistance to fragmentation Method: Los Angeles | PN-EN 1097-2:2020-09 z wyłączeniem p. 6 oraz Załącznika C i G | ||
| 25 | Aggregates | Shape index Range: (4 - 31,5) mm | PN-EN 933-4:2008 | ||
| 26 | Aggregates | Frost resistance in water | PN-EN 1367-1:2007 | ||
| 27 | Aggregates | Sampling | PN-EN 932-1:1999 p.8.8 | ||
| 28 | Growing medium | Deformation modulus Load range: (0,0 - 0,35) MPa Method: VSS plate load test | PN-S-02205:1998 Załącznik B | ||
| 29 | Pavement structural layers | Modulus of deformation Load range: (0,0 - 0,45) MPa VSS plate loading method | PN-S-02205:1998 Załącznik B | ||
| 30 | Road markings | Luminance coefficient Qd Range: (1 - 318) mcd m-2 lx-1 Method: dry, with a portable device | PN-EN 1436:2018-02 Załącznik A | ||
| 31 | Road markings | Coefficient of retroreflected luminance R L Range: (1 - 2 000) mcd m-2 lx-1 Method: dry, with a portable device | PN-EN 1436:2018-02 Załącznik B | ||
Reference standards (29)
PN-88/B-04481 p. 4.4.4.1
PN-88/B-04481 p. 4.4.4.2
PN-B-04481:1988 p. 5.1
PN-B-04481:1988 p.8
PN-B-06265:2022-08 Załącznik N
PN-EN 1097-2:2020-09 z wyłączeniem p. 6 oraz Załącznika C i G
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 12390-6:2011
PN-EN 12390-8:2019-08
PN-EN 12697-1:2020-08 p. B.1.7
PN-EN 12697-27:2017-07 p. 4.1
PN-EN 12697-27:2017-07 p. 4.7
PN-EN 12697-36:2005 p. 4.1 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 1338:2005 Załącznik E PN-EN 1338:2005/AC:2007
PN-EN 1367-1:2007
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 933-1:2012 PN-EN 12697-2+A1:2019-12
PN-EN 933-4:2008
PN-EN 933-8:2012 Załącznik A
PN-S-02205:1998 Załącznik B