🇵🇱 CENTRALNE LABORATORIUM PL
ConstructionWater & wastewater
CENTRALNE LABORATORIUM is a laboratory accredited by PCA under number AB 1893 (Warszawa, Poland). Its accreditation scope covers 22 test methods in the following areas: Construction, Water & wastewater. Test objects include: Aggregates, Concrete, Fresh concrete, Structural pavement layers, Structure subgrade, Backfills of engine…. Most frequently used techniques: Direct method, Sieving method, Water under pressure method.
At a glance
- Accreditation number: PCA AB 1893
- Methods in scope: 22
- Types of test objects: 5
- Techniques used: 14
- City: Warszawa, Poland
- Accreditation number
- AB 1893
- Accreditation body
- PCA
- Address
- DROGOWO KOLEJOWE SP. Z O.O., ul. Lotnicza 9A, 04-192 Warszawa
- City
- Warszawa, Poland
What this laboratory tests (5)
- Aggregates — 11 methods
- Concrete — 5 methods
- Fresh concrete — 3 methods
- Structural pavement layers, Structure subgrade, Backfills of engineering structures — 2 methods
- Ground — 1 method
Analytical techniques used (14)
- Direct method — 2 methods
- Sieving method — 2 methods
- Water under pressure method — 2 methods
- Bar sieve method — 1 method
- Gravimetric method — 1 method
- Light dynamic probe method with an SD conical tip — 1 method
- Los Angeles method — 1 method
- Micro-Deval method — 1 method
- Ordinary method — 1 method
- Pressure gauge method — 1 method
- Proctor method — 1 method
- Schultz calliper method — 1 method
- Slump test method — 1 method
- VSS plate loading method — 1 method
Accreditation scope — test methods (22)
| No. | Test object | Methodology / Parameters | Technique | Reference document | |
|---|---|---|---|---|---|
| Test methods | |||||
| 1 | Ground | Particle size distribution Range (0 – 40) mm |
Sieving method | PN-88/B-04481 | |
| 2 | Aggregates | Particle size distribution Range (0 – 125) mm |
Sieving method | PN-EN 933-1:2012 | |
| 3 | Aggregates | Maximum dry density of the soil skeleton, Optimum moisture content | Proctor method | PN-EN 13286-2:2010 z wyłączeniem pkt. od 7.3 do 7.6 | |
| 4 | Aggregates | Sand equivalent value Range (0-4) mm |
PN-EN 933-8:2012 | ||
| 5 | Aggregates | California bearing ratio (CBR) Force range (5 – 100) kN |
PN-EN 13286-47:2022-04 | ||
| 6 | Aggregates | Resistance to fragmentation Range (0 – 50) mm |
Los Angeles method | PN-EN 1097-2:2020-09 | |
| 7 | Aggregates | Abrasion resistance Range (0 – 50) mm |
Micro-Deval method | PN-EN 1097-1:2011 | |
| 8 | Aggregates | Shape index | Schultz calliper method | PN-EN 933-4:2008 | |
| 9 | Aggregates | Flakiness index | Bar sieve method | PN-EN 933-3:2012 | |
| 10 | Aggregates | Frost resistance | Direct method | PN-78/B-06714-19 | |
| 11 | Aggregates | Frost resistance in water | Direct method | PN-EN 1367-1:2007 | |
| 12 | Aggregates | Sampling | PN-EN 932-1:1999 pkt 8.8 | ||
| 13 | Concrete | Compressive strength Force range (100 – 2000) kN |
PN-EN 12390-3:2019-07 | ||
| 14 | Concrete | Water absorption | Gravimetric method | PN-88/B-06250 pkt 6.4 | |
| 15 | Concrete | Resistance to freezing | Ordinary method | PN-88/B-06250 | |
| 16 | Concrete | Water permeability | Water under pressure method | PN-88/B-06250 pkt 6.6 | |
| 17 | Concrete | Depth of penetration of water under pressure | Water under pressure method | PN-EN 12390-8:2019-08 | |
| 18 | Fresh concrete | Sampling | PN-EN 12350-1:2019-07 | ||
| 19 | Fresh concrete | Air content | Pressure gauge method | PN-EN 12350-7:2019-08 | |
| 20 | Fresh concrete | Consistency | Slump test method | PN-EN 12350-2:2019-07 | |
| 21 | Structural pavement layers, Structure subgrade, Backfills of engineering structures | Deformation modulus Range (0,02 – 0,45) MPa |
VSS plate loading method | PN-S-02205:1998 Załącznik B Id-3 Załącznik 2 | |
| 22 | Structural pavement layers, Structure subgrade, Backfills of engineering structures | Degree of compaction | Light dynamic probe method with an SD conical tip | PN-B-04452:2002 pkt 6 | |
Reference standards (22)
PN-78/B-06714-19
PN-88/B-04481
PN-88/B-06250
PN-88/B-06250 pkt 6.4
PN-88/B-06250 pkt 6.6
PN-B-04452:2002 pkt 6
PN-EN 1097-1:2011
PN-EN 1097-2:2020-09
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 12390-8:2019-08
PN-EN 13286-2:2010 z wyłączeniem pkt. od 7.3 do 7.6
PN-EN 13286-47:2022-04
PN-EN 1367-1:2007
PN-EN 932-1:1999 pkt 8.8
PN-EN 933-1:2012
PN-EN 933-3:2012
PN-EN 933-4:2008
PN-EN 933-8:2012
PN-S-02205:1998 Załącznik B Id-3 Załącznik 2