🇵🇱 UNIWERSYTET MORSKI W GDYNI PL

PCA AB 1770 • Gdynia, Poland • 34 methods

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)

Analytical techniques used (15)

Certificate information

Issue date
07.10.2025
Issue no.
9

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
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
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
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
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
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 (17)

ASTM D 4186/D 4186M-20
ASTM D 6528-24
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
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
PN-EN ISO 17892-9:2018-05

The same scope as data (JSON): https://labcoda.pl/api/accreditation-scopes/labs/PL/AB%201770