🇵🇱 DROG-TECH Sp. z o.o. PL
ConstructionWater & wastewater
DROG-TECH Sp. z o.o. is a laboratory accredited by PCA under number AB 1789 (Lublin, Poland). Its accreditation scope covers 46 test methods in the following areas: Construction, Water & wastewater. Test objects include: Aggregates, Ground, Bituminous mixtures, Concrete. Most frequently used techniques: Sieving method, Gravimetric-volumetric method, Method A.
At a glance
- Accreditation number: PCA AB 1789
- Methods in scope: 46
- Types of test objects: 9
- Techniques used: 16
- City: Lublin, Poland
- Accreditation number
- AB 1789
- Accreditation body
- PCA
- Address
- ul. Mełgiewska 9E, 20-209 Lublin
- City
- Lublin, Poland
What this laboratory tests (9)
- Aggregates — 10 methods
- Ground — 8 methods
- Bituminous mixtures — 7 methods
- Concrete — 7 methods
- Road pavements — 5 methods
- Fresh concrete — 4 methods
- Growing medium — 2 methods
- Pavement structural layers, Subgrade — 2 methods
- Pavement structural layers — 1 method
Analytical techniques used (16)
- Sieving method — 4 methods
- Gravimetric-volumetric method — 2 methods
- Method A — 2 methods
- Method B — 2 methods
- Method: VSS plate load test — 2 methods
- Extraction method — 1 method
- Gravimetric method — 1 method
- Los Angeles method — 1 method
- Method: light dynamic plate — 1 method
- Method: light probe — 1 method
- Pressure gauge method — 1 method
- Proctor method — 1 method
- Pycnometric method — 1 method
- Sieve method — 1 method
- Slump test method — 1 method
- and 1 more
Accreditation scope — test methods (46)
| No. | Test object | Methodology / Parameters | Technique | Reference document | |
|---|---|---|---|---|---|
| Test methods | |||||
| 1 | Concrete | Compressive strength Force range (100 - 3000) kN |
PN-EN 12390-3:2019-07 | PN-88/B-06250 | ||
| 2 | Concrete | Splitting tensile strength Force range (100 - 3000) kN |
PN-EN 12390-6:2024-04 | ||
| 3 | Concrete | Density | Gravimetric-volumetric method | PN-EN 12390-7:2019-08 z wyłączeniem punktu 6.5.4 | PN-EN 12390-7:2019-08/AC:2021-01 | |
| 4 | Concrete | Depth of penetration of water under pressure | PN-EN 12390-8:2019-08 | ||
| 5 | Concrete | Water absorption | PN-88/B-06250 | ||
| 6 | Concrete | Water permeability | PN-88/B-06250 | ||
| 7 | Concrete | Resistance to freezing | PN-B 06265:2022-08 Zał. N | PN-88/B-06250 | ||
| 8 | Fresh concrete | Sampling | PN-EN 12350-1:2019-07 | PN-88/B-06250 | ||
| 9 | Fresh concrete | Consistency | Slump test method | PN-EN 12350-2:2019-07 | PN-88/B-06250 | |
| 10 | Fresh concrete | Density | Gravimetric-volumetric method | PN-EN 12350-6:2019-08 | |
| 11 | Fresh concrete | Air content | Pressure gauge method | PN-EN 12350-7:2019-08 | |
| 12 | Aggregates | Sampling | PN-EN 932-1:1999 p. 8.8 | ||
| 13 | Aggregates | Particle size distribution Dust content |
Sieving method | PN-EN 933-1:2012 | |
| 14 | Aggregates | Flakiness index | Sieving method | PN-EN 933-3:2012 | |
| 15 | Aggregates | Sand equivalent value | PN-EN 933-8+A1:2015-07 BN-64/8931-01 | ||
| 16 | Aggregates | Resistance to fragmentation | Los Angeles method | PN-EN 1097-2:2020-09 | |
| 17 | Aggregates | Water content | Gravimetric method | PN-EN 1097-5:2008 | |
| 18 | Aggregates | Particle density and water absorption | Pycnometric method | PN-EN 1097-6:2022-07 | |
| 19 | Aggregates | Particle density and water absorption | Wire basket method | PN-EN 1097-6:2022-07 | |
| 20 | Aggregates | Frost resistance in water | PN-EN 1367-1:2007 | ||
| 21 | Aggregates | California Bearing Ratio CBR | PN-EN 13286-47:2022-04 | ||
| 22 | Ground | Sampling | PN-88/B-04481 | ||
| 23 | Ground | Optimum moisture content, Maximum dry density of the soil skeleton | Proctor method | PN-88/B-04481 p.8 | |
| 24 | Ground | Sand equivalent value | BN-64/8931-01 | ||
| 25 | Ground | Sieve analysis | Sieving method | PN-88/B-04481 | |
| 26 | Ground | Fraction content | PN-88/B-04481 | ||
| 27 | Ground | Particle size distribution | Sieve method | PKN-CEN ISO/TS 17892-4:2009 | PN-EN ISO 17892-4:2017-01 | |
| 28 | Ground | Water permeability - permeability coefficient k10 Range (1x10-3 – 1x10-6) m/s (0,01≤d20<2,0) mm (calculated - USBSC) |
Publikacja naukowa: Pazdro Z., Kozerski B. pt. „Hydrogeologia ogólna”, Wydawnictwa Geologiczne, Warszawa 1990 r. | ||
| 29 | Ground | Bearing ratio | PN-S-02205:1998 | ||
| 30 | Bituminous mixtures | Sampling | PN-EN 12697-27:2017-07 p. 4.1, 4.2, 4.3 | ||
| 31 | Bituminous mixtures | Soluble binder content | Extraction method | PN-EN 12697-1:2020-08 | |
| 32 | Bituminous mixtures | Particle size distribution | Sieving method | PN-EN 12697-2:2025-06 | PN-EN 933-1:2012 | |
| 33 | Bituminous mixtures | Dust content | PN-EN 12697-2:2025-06 | PN-EN 933-1:2012 | ||
| 34 | Bituminous mixtures | Density in water | Method A | PN-EN 12697-5:2019-01 | |
| 35 | Bituminous mixtures | Bulk density | Method B | PN-EN 12697-6:2020-07 | |
| 36 | Bituminous mixtures | Air void content Vm (calculated) | PN-EN 12697-8:2019-01 | ||
| 37 | Road pavements | Sampling | PN-EN 12697-27:2017-07 p. 4.7 | ||
| 38 | Road pavements | Density in water | Method A | PN-EN 12697-5:2019-01 | |
| 39 | Road pavements | Bulk density | Method B | PN-EN 12697-6:2020-07 | |
| 40 | Road pavements | Compaction index of asphalt layers (calculated) | PN-EN 13108-20:2016-07 zał. C p. C4 | ||
| 41 | Road pavements | Air void content (calculated) | PN-EN 12697-8:2019-01 | ||
| 42 | Pavement structural layers | Deformation modulus, Load range: (0,02 - 0,45) MPa | Method: VSS plate load test | PN-S-02205:1998 zał. B Warunki techniczne utrzymania podtorza kolejowego Id-3 (zał. 2 do Zarządzenia nr 9/2009 Zarządu PKP PLK S.A. z dnia 04.05.2009 r.) | |
| 43 | Growing medium | Modulus of deformation, Load range: (0,02 - 0,35) MPa | Method: VSS plate load test | PN-S-02205:1998 zał. B | |
| 44 | Growing medium | Density index (Id) | Method: light probe | PN-B-04452:2002 | |
| 45 | Pavement structural layers, Subgrade | Dynamic deformation modulus Evd (5,0 - 70,0) MPa LWDT |
Method: light dynamic plate | PB-01 wydanie 1 z dnia 02.01.2024 | |
| 46 | Pavement structural layers, Subgrade | Degree of compaction index (calculated) | PB-01 wydanie 1 z dnia 02.01.2024 | ||
Reference standards (39)
BN-64/8931-01
PB-01 wydanie 1 z dnia 02.01.2024
PKN-CEN ISO/TS 17892-4:2009
PN-88/B-04481
PN-88/B-04481 p.8
PN-88/B-06250
PN-B 06265:2022-08 Zał. N
PN-B-04452:2002
PN-EN 1097-2:2020-09
PN-EN 1097-5:2008
PN-EN 1097-6:2022-07
PN-EN 12350-1:2019-07
PN-EN 12350-2:2019-07
PN-EN 12350-6:2019-08
PN-EN 12350-7:2019-08
PN-EN 12390-3:2019-07
PN-EN 12390-6:2024-04
PN-EN 12390-7:2019-08 z wyłączeniem punktu 6.5.4
PN-EN 12390-7:2019-08/AC:2021-01
PN-EN 12390-8:2019-08
PN-EN 12697-1:2020-08
PN-EN 12697-27:2017-07 p. 4.1, 4.2, 4.3
PN-EN 12697-27:2017-07 p. 4.7
PN-EN 12697-2:2025-06
PN-EN 12697-5:2019-01
PN-EN 12697-6:2020-07
PN-EN 12697-8:2019-01
PN-EN 13108-20:2016-07 zał. C p. C4
PN-EN 13286-47:2022-04
PN-EN 1367-1:2007
PN-EN 932-1:1999 p. 8.8
PN-EN 933-1:2012
PN-EN 933-3:2012
PN-EN 933-8+A1:2015-07 BN-64/8931-01
PN-EN ISO 17892-4:2017-01
PN-S-02205:1998
PN-S-02205:1998 zał. B
PN-S-02205:1998 zał. B Warunki techniczne utrzymania podtorza kolejowego Id-3 (zał. 2 do Zarządzenia nr 9/2009 Zarządu PKP PLK S.A. z dnia 04.05.2009 r.)
Publikacja naukowa: Pazdro Z., Kozerski B. pt. „Hydrogeologia ogólna”, Wydawnictwa Geologiczne, Warszawa 1990 r.