🇵🇱 AP GEOTECHNIKA Porszke, Kapica Spółka komandytowa PL
ConstructionMaterials & polymers
AP GEOTECHNIKA Porszke, Kapica Spółka komandytowa is a laboratory accredited by PCA under number AB 1685 (Studzienice, Poland). Its accreditation scope covers 37 test methods in the following areas: Construction, Materials & polymers. Test objects include: Aggregates, Raw materials, building materials, construction products, Binders, Ground. Most frequently used techniques: Gamma-ray spectrometry method, Visual method, Gravimetric method.
At a glance
- Accreditation number: PCA AB 1685
- Methods in scope: 37
- Types of test objects: 7
- Techniques used: 13
- City: Studzienice, Poland
- Accreditation number
- AB 1685
- Accreditation body
- PCA
- Address
- ul. Kukułek 8, 43-215 Studzienice, LABORATORIUM AP GEOTECHNIKA, ul. Cmentarna 1
- City
- Studzienice, Poland
What this laboratory tests (7)
- Aggregates — 18 methods
- Raw materials, building materials, construction products — 6 methods
- Binders — 4 methods
- Ground — 3 methods
- Growing medium — 3 methods
- Pavement structural layers — 2 methods
- Aggregates, rocks — 1 method
Analytical techniques used (13)
- Gamma-ray spectrometry method — 3 methods
- Visual method — 3 methods
- Gravimetric method — 2 methods
- Proctor method — 2 methods
- Sieving method — 2 methods
- Light dynamic plate method — 1 method
- Light probe method — 1 method
- Los Angeles method — 1 method
- Method: light dynamic plate — 1 method
- Method: macroscopic and microscopic assessment — 1 method
- Method: VSS plate load test — 1 method
- Micro-Deval method — 1 method
- VSS plate loading method — 1 method
Laboratory locations
- LABORATORIUM AP GEOTECHNIKA — ul. Cmentarna 1
Accreditation scope — test methods (37)
| No. | Test object | Methodology / Parameters | Technique | Reference document | |
|---|---|---|---|---|---|
| AP Geotechnika Laboratory | |||||
| 1 | Aggregates | Particle size distribution Range (0 - 90) mm |
Sieving method | PN-EN 933-1:2012 | |
| 2 | Aggregates | Dust content | PN-EN 933-1:2012 | ||
| 3 | Aggregates | Resistance to fragmentation | Los Angeles method | PN-EN 1097-2:2020-09 | |
| 4 | Aggregates | Abrasion resistance | Micro-Deval method | PN-EN 1097-1:2024-05 | |
| 5 | Aggregates | Frost resistance | PN-EN 1367-1:2007 | ||
| 6 | Aggregates | Shape index | PN-EN 933-4:2008 | ||
| 7 | Aggregates | Flakiness index | PN-EN 933-3:2012 | ||
| 8 | Aggregates | Sand equivalent value | PN-EN 933-8+A1:2015-07 Zał. A | ||
| 9 | Aggregates | Fine particle content - methylene blue test | PN-EN 933-9:2022-07 | ||
| 10 | Aggregates | Flow coefficient of fine aggregates | PN-EN 933-6:2023-06 | ||
| 11 | Aggregates | Particle density and water absorption | PN-EN 1097-6:2022-07 | ||
| 12 | Aggregates | Optimum water content and maximum bulk density of the skeleton | Proctor method | PN-EN 13286-2:2010 p. 7.1, 7.2, 7.4, 7.5 | |
| 13 | Aggregates | California bearing ratio (CBR) Range (0,2 - 50) kN Linear swelling Range (0 - 50) mm |
PN-EN 13286-47:2022-04 | ||
| 14 | Aggregates | Water content | Gravimetric method | PN-EN 1097-5:2008 | |
| 15 | Aggregates | Content of organic impurities, presence of humus | Visual method | PN-EN 1744-1+A1:2013-05 p.15.1 | |
| 16 | Aggregates | Dicalcium silicate disintegration | Visual method | PN-EN 1744-1+A1:2013-05 p.19.1 | |
| 17 | Aggregates | Disintegration of iron compounds | Visual method | PN-EN 1744-1+A1:2013-05 p.19.2 | |
| 18 | Aggregates | Sampling | PN-EN 932-1:1999 | ||
| 19 | Ground | Sieve analysis Range (0 - 40) mm |
Sieving method | PN-88/B-04481 p. 4.1 | |
| 20 | Ground | Natural moisture content | Gravimetric method | PN-88/B-04481 p. 5.1 | |
| 21 | Ground | Optimum moisture content, Maximum dry density of the soil skeleton | Proctor method | PN-88/B-04481 p. 8 | |
| 22 | Binders | Compressive strength Range (10 - 250) kN |
PN-EN 196-1:2016-07 | ||
| 23 | Binders | Flexural strength Range (0,2 - 15) kN |
PN-EN 196-1:2016-07 | ||
| 24 | Binders | Setting times | PN-EN 196-3:2016-12 | ||
| 25 | Binders | Soundness | PN-EN 196-3:2016-12 | ||
| 26 | Growing medium | Deformation modulus Pressure range (0,02 – 0,35) MPa |
VSS plate loading method | PB/APG/2 wydanie 3 z dnia 25.01.2021 r. | |
| 27 | Growing medium | Dynamic deformation modulus EVD (15 – 70) MPa |
Light dynamic plate method | PB/APG/1 Wydanie 2 z dnia 08.08.2017 r. | |
| 28 | Growing medium | Density index (Id) | Light probe method | PN-B-04452:2002 p. 6 | |
| 29 | Pavement structural layers | Deformation modulus Pressure range (0,02 – 0,45) MPa |
Method: VSS plate load test | PB/APG/2 wydanie 3 z dnia 25.01.2021 r. | |
| 30 | Pavement structural layers | Dynamic deformation modulus EVD (15 – 70) MPa |
Method: light dynamic plate | PB/APG/1 Wydanie 2 z dnia 08.08.2017 r. | |
| 31 | Aggregates, rocks | Petrographic description | Method: macroscopic and microscopic assessment | PN-EN 932-3:2022-12 | |
| 32 | Raw materials, building materials, construction products | Radionuclide activity concentration Radionuclide activity concentration 40K Range (50 – 5000) Bq/kg |
Gamma-ray spectrometry method | PB/APG/4 wydanie 1 z dnia 11.02.2021 r. | |
| 33 | Raw materials, building materials, construction products | Radionuclide activity concentration Radionuclide activity concentration 214Bi Range (15 – 1000) Bq/kg |
Gamma-ray spectrometry method | PB/APG/4 wydanie 1 z dnia 11.02.2021 r. | |
| 34 | Raw materials, building materials, construction products | Radionuclide activity concentration Radionuclide activity concentration 208Tl Range (7 – 360) Bq/kg |
Gamma-ray spectrometry method | PB/APG/4 wydanie 1 z dnia 11.02.2021 r. | |
| 35 | Raw materials, building materials, construction products | Radionuclide activity concentration Radionuclide activity concentration 226Ra (calculated) |
PB/APG/4 wydanie 1 z dnia 11.02.2021 r. | ||
| 36 | Raw materials, building materials, construction products | Radionuclide activity concentration Radionuclide activity concentration 232Th (calculated) |
PB/APG/4 wydanie 1 z dnia 11.02.2021 r. | ||
| 37 | Raw materials, building materials, construction products | Activity concentration index, I (calculated) | PB/APG/4 wydanie 1 z dnia 11.02.2021 r. | ||
Reference standards (27)
PB/APG/1 Wydanie 2 z dnia 08.08.2017 r.
PB/APG/2 wydanie 3 z dnia 25.01.2021 r.
PB/APG/4 wydanie 1 z dnia 11.02.2021 r.
PN-88/B-04481 p. 4.1
PN-88/B-04481 p. 5.1
PN-88/B-04481 p. 8
PN-B-04452:2002 p. 6
PN-EN 1097-1:2024-05
PN-EN 1097-2:2020-09
PN-EN 1097-5:2008
PN-EN 1097-6:2022-07
PN-EN 13286-2:2010 p. 7.1, 7.2, 7.4, 7.5
PN-EN 13286-47:2022-04
PN-EN 1367-1:2007
PN-EN 1744-1+A1:2013-05 p.15.1
PN-EN 1744-1+A1:2013-05 p.19.1
PN-EN 1744-1+A1:2013-05 p.19.2
PN-EN 196-1:2016-07
PN-EN 196-3:2016-12
PN-EN 932-1:1999
PN-EN 932-3:2022-12
PN-EN 933-1:2012
PN-EN 933-3:2012
PN-EN 933-4:2008
PN-EN 933-6:2023-06
PN-EN 933-8+A1:2015-07 Zał. A
PN-EN 933-9:2022-07