🇵🇱 UNIWERSYTET MORSKI W GDYNI PL
EnvironmentWater & wastewaterMaterials & polymersConstruction
UNIWERSYTET MORSKI W GDYNI is a laboratory accredited by PCA under number AB 1770 (Gdynia, Poland). Its accreditation scope covers 34 test methods in the following areas: Environment, Water & wastewater, Materials & polymers, Construction. Test objects include: Soil, Soil, marine sediments, construction materials, Soil, marine sediments. Most frequently used techniques: Cone penetrometer method, Consolidated triaxial compression test method on fully water-satura…, Constant rate of strain test method CRS.
At a glance
- Accreditation number: PCA AB 1770
- Methods in scope: 34
- Types of test objects: 3
- Techniques used: 15
- City: Gdynia, Poland
- Accreditation number
- AB 1770
- Accreditation body
- PCA
- Address
- INSTYTUT MORSKI, ul. Morska 81-87, 81-225 Gdynia, LABORATORIUM GEOTECHNICZNE, ZAKŁADU GEOTECHNIKI MORSKIEJ, ul. Roberta de Plelo 20
- City
- Gdynia, Poland
What this laboratory tests (3)
- Soil — 24 methods
- Soil, marine sediments, construction materials — 6 methods
- Soil, marine sediments — 4 methods
Analytical techniques used (15)
- Cone penetrometer method — 2 methods
- Consolidated triaxial compression test method on fully water-saturated specimens (CU and CD) — 2 methods
- Constant rate of strain test method CRS — 2 methods
- Gas pycnometer method — 2 methods
- Hydrometer method — 2 methods
- Liquid pycnometer method — 2 methods
- Method: monotonic application of horizontal load — 2 methods
- Oedometer test method with incremental loading — 2 methods
- Oven-drying method — 2 methods
- Sieve method — 2 methods
- Test method in a direct shear box apparatus — 2 methods
- Test method in a ring shear apparatus — 2 methods
- Unconsolidated undrained triaxial compression test method (UU) — 2 methods
- Visual and macroscopic assessment method — 2 methods
- Volumetric-gravimetric method — 2 methods
Accreditation scope — test methods (34)
| No. | Test object | Methodology / Parameters | Technique | Reference document | |
|---|---|---|---|---|---|
| Test methods | |||||
| 1 | Soil | Soil description Soil description |
Visual and macroscopic assessment method | PN-EN ISO 14688-1:2018-05 | PN-EN ISO 14688-2:2018-05 | |
| 2 | Soil, marine sediments, construction materials | Natural moisture content Water content |
Oven-drying method | PN-EN ISO 17892-1:2015-02 | |
| 3 | Soil | Plastic limit, Plastic limit | PN-EN ISO 17892-12:2018-08 p. 6.4 | ||
| 4 | Soil | Liquid limit Liquid limit |
Cone penetrometer method | PN-EN ISO 17892-12:2018-08 p. 6.2 | |
| 5 | Soil | Bulk density | PN-EN ISO 17892-2:2015-02 p. 5.1 | ||
| 6 | Soil | Minimum and maximum dry density of the soil skeleton | Volumetric-gravimetric method | PN-B-04481:1988 p. 5.2.7 | |
| 7 | Soil | Specific density Particle density |
Liquid pycnometer method | PN-EN ISO 17892-3:2016-03 p. 5.1 | |
| 8 | Soil | Specific density Particle density |
Gas pycnometer method | PN-EN ISO 17892-3:2016-03 p. 5.2 Scope of accreditation No. AB 1770 | |
| 9 | Soil, marine sediments | Particle size distribution Range (0 – 63,0) mm Particle size distribution Range (0 – 63,0) mm |
Sieve method | PN-EN ISO 17892-4:2017-01 p. 5.2 | |
| 10 | Soil, marine sediments | Particle size distribution Range (0,000 – 0,063) mm Particle size distribution Range (0,000 – 0,063) mm |
Hydrometer method | PN-EN ISO 17892-4:2017-01 p. 5.3 | |
| 11 | Soil, marine sediments, construction materials | Compressibility and consolidation characteristics of soil Range (0 – 25) MPa |
Oedometer test method with incremental loading | PN-EN ISO 17892-5:2017-06 | |
| 12 | Soil, marine sediments, construction materials | Compressibility and consolidation characteristics of soil Range (0 – 25) MPa |
Constant rate of strain test method CRS | ASTM D 4186/D 4186M-20 | |
| 13 | Soil | Shear strength | Unconsolidated undrained triaxial compression test method (UU) | PN-EN ISO 17892-8:2018-05 Scope of accreditation No. AB 1770 | |
| 14 | Soil | Shear strength | Consolidated triaxial compression test method on fully water-saturated specimens (CU and CD) | PN-EN ISO 17892-9:2018-05 | |
| 15 | Soil | Shear strength Range (0 - 10) kN |
Test method in a direct shear box apparatus | PN-EN ISO 17892-10:2019-01 | |
| 16 | Soil | Shear strength Range (0 - 1) kN |
Test method in a ring shear apparatus | PN-EN ISO 17892-10:2019-01 | |
| 17 | Soil | Test in a simple shear apparatus Range (0 – 5092) kPa |
Method: monotonic application of horizontal load | ASTM D 6528-24 Scope of accreditation No. AB 1770 | |
| 18 | Soil | Soil description Soil description |
Visual and macroscopic assessment method | PN-EN ISO 14688-1:2018-05 | PN-EN ISO 14688-2:2018-05 | |
| 19 | Soil, marine sediments, construction materials | Natural moisture content Water content |
Oven-drying method | PN-EN ISO 17892-1:2015-02 | |
| 20 | Soil | Plastic limit, Plastic limit | PN-EN ISO 17892-12:2018-08 p. 6.4 | ||
| 21 | Soil | Liquid limit Liquid limit |
Cone penetrometer method | PN-EN ISO 17892-12:2018-08 p. 6.2 | |
| 22 | Soil | Bulk density | PN-EN ISO 17892-2:2015-02 p. 5.1 | ||
| 23 | Soil | Minimum and maximum dry density of the soil skeleton | Volumetric-gravimetric method | PN-B-04481:1988 p. 5.2.7 | |
| 24 | Soil | Specific density Particle density |
Liquid pycnometer method | PN-EN ISO 17892-3:2016-03 p. 5.1 | |
| 25 | Soil | Specific density Particle density |
Gas pycnometer method | PN-EN ISO 17892-3:2016-03 p. 5.2 Scope of accreditation No. AB 1770 | |
| 26 | Soil, marine sediments | Particle size distribution Range (0 – 63,0) mm Particle size distribution Range (0 – 63,0) mm |
Sieve method | PN-EN ISO 17892-4:2017-01 p. 5.2 | |
| 27 | Soil, marine sediments | Particle size distribution Range (0,000 – 0,063) mm Particle size distribution Range (0,000 – 0,063) mm |
Hydrometer method | PN-EN ISO 17892-4:2017-01 p. 5.3 | |
| 28 | Soil, marine sediments, construction materials | Compressibility and consolidation characteristics of soil Range (0 – 25) MPa |
Oedometer test method with incremental loading | PN-EN ISO 17892-5:2017-06 | |
| 29 | Soil, marine sediments, construction materials | Compressibility and consolidation characteristics of soil Range (0 – 25) MPa |
Constant rate of strain test method CRS | ASTM D 4186/D 4186M-20 | |
| 30 | Soil | Shear strength | Unconsolidated undrained triaxial compression test method (UU) | PN-EN ISO 17892-8:2018-05 Scope of accreditation No. AB 1770 | |
| 31 | Soil | Shear strength | Consolidated triaxial compression test method on fully water-saturated specimens (CU and CD) | PN-EN ISO 17892-9:2018-05 | |
| 32 | Soil | Shear strength Range (0 - 10) kN |
Test method in a direct shear box apparatus | PN-EN ISO 17892-10:2019-01 | |
| 33 | Soil | Shear strength Range (0 - 1) kN |
Test method in a ring shear apparatus | PN-EN ISO 17892-10:2019-01 | |
| 34 | Soil | Test in a simple shear apparatus Range (0 – 5092) kPa |
Method: monotonic application of horizontal load | ASTM D 6528-24 | |
Reference standards (18)
ASTM D 4186/D 4186M-20
ASTM D 6528-24
ASTM D 6528-24 Scope of accreditation No. AB 1770
PN-B-04481:1988 p. 5.2.7
PN-EN ISO 14688-1:2018-05
PN-EN ISO 14688-2:2018-05
PN-EN ISO 17892-10:2019-01
PN-EN ISO 17892-12:2018-08 p. 6.2
PN-EN ISO 17892-12:2018-08 p. 6.4
PN-EN ISO 17892-1:2015-02
PN-EN ISO 17892-2:2015-02 p. 5.1
PN-EN ISO 17892-3:2016-03 p. 5.1
PN-EN ISO 17892-3:2016-03 p. 5.2 Scope of accreditation No. AB 1770
PN-EN ISO 17892-4:2017-01 p. 5.2
PN-EN ISO 17892-4:2017-01 p. 5.3
PN-EN ISO 17892-5:2017-06
PN-EN ISO 17892-8:2018-05 Scope of accreditation No. AB 1770
PN-EN ISO 17892-9:2018-05