🇵🇱 POLITECHNIKA WROCŁAWSKA PL
Construction
POLITECHNIKA WROCŁAWSKA is a laboratory accredited by PCA under number AB 1211 (Wrocław, Poland). Its accreditation scope covers 29 test methods in the following areas: Construction. Test objects include: Bituminous mixtures mma (cement-emulsion mixtures), Concrete, Aggregates, Road pavements. Most frequently used techniques: Method: 4-point beam, Method: using a straightedge and wedge, Method: VSS plate load test.
At a glance
- Accreditation number: PCA AB 1211
- Methods in scope: 29
- Types of test objects: 9
- Techniques used: 15
- City: Wrocław, Poland
- Accreditation number
- AB 1211
- Accreditation body
- PCA
- Address
- ul. Wybrzeże Stanisława Wyspiańskiego 27, 50-370 Wrocław, KATEDRA DRÓG, MOSTÓW, KOLEI I LOTNISK, LABORATORIUM BADAWCZE, OBIEKTÓW INFRASTRUKTURY TRANSPORTOWEJ, ul. Wybrzeże Stanisława Wyspiańskiego 41
- City
- Wrocław, Poland
What this laboratory tests (9)
- Bituminous mixtures mma (cement-emulsion mixtures) — 7 methods
- Concrete — 5 methods
- Aggregates — 4 methods
- Road pavements — 4 methods
- Ground — 3 methods
- Bitumens and bituminous binders — 2 methods
- Cement-stabilised soils — 2 methods
- Growing medium — 1 method
- Pavement structural layers — 1 method
Analytical techniques used (15)
- Method: 4-point beam — 2 methods
- Method: using a straightedge and wedge — 2 methods
- Method: VSS plate load test — 2 methods
- Method: A and B — 1 method
- Method: freeze-thaw in water — 1 method
- Method: impact deflectometer — 1 method
- Method: IT-CY — 1 method
- Method: Los Angeles — 1 method
- Method: Proctor — 1 method
- Method: pycnometric — 1 method
- Method: ring and ball — 1 method
- Method: sieving — 1 method
- Method: using the TWO device — 1 method
- Method: wheel tracking by method B (in air), small device — 1 method
- Ordinary method — 1 method
Laboratory locations
- LABORATORIUM BADAWCZE — ul. Wybrzeże Stanisława Wyspiańskiego 41
- Pracownia Drogowa — ul. Wybrzeże Stanisława Wyspiańskiego 41, 50-370 Wrocław
Certificate information
- Issue date
- 06.07.2026
- Issue no.
- 16
Accreditation scope — test methods (29)
| No. | Test object | Methodology / Parameters | Technique | Reference document | |
|---|---|---|---|---|---|
| Road Laboratory | |||||
| 1 | Ground | Bearing ratio (CBR) Force range do 50 kN |
PN-S-02205:1998 załącznik A | ||
| 2 | Ground | Particle size distribution Range (0,075 − 63) mm |
Method: sieving | PN-88/B-04481 p. 4.1 | |
| 3 | Ground | Optimum moisture content Range (3 - 40) %, Maximum dry density of soil Range (1,2 – 2,5) g/cm3 |
Method: Proctor | PN-88/B-04481 p. 8 | |
| 4 | Growing medium | Deformation modulus Load range (0,00 – 0,35) MPa |
Method: VSS plate load test | PN-S-02205:1998 zał. B | |
| 5 | Aggregates | Water absorption Range (0,063 − 31,5) mm |
Method: pycnometric | PN-EN 1097-6 :2022 p. 8, p. 9 | |
| 6 | Aggregates | Frost resistance Range (-20) ° C − (+20) °C |
Method: freeze-thaw in water | PN-EN 1367-1:2007 | |
| 7 | Aggregates | Resistance to fragmentation Range (4 − 63) mm |
Method: Los Angeles | PN-EN 1097-2:2020 p. 5 | |
| 8 | Aggregates | Particle size distribution Range (0,063 − 63) mm |
PN-EN 933-1:2012 | ||
| 9 | Bitumens and bituminous binders | Needle penetration Range do 25 mm |
PN-EN 1426:2015-08 | ||
| 10 | Bitumens and bituminous binders | Softening point Range (20-150) °C |
Method: ring and ball | PN-EN 1427:2015-08 | |
| 11 | Road pavements | Deflections Range do 2000 μm FWD |
Method: impact deflectometer | PT-LBOIT-01-4 Wydanie 2 z dnia 15.02.2021 r. | |
| 12 | Road pavements | Transverse evenness Range (1 − 20) mm |
Method: using a straightedge and wedge | PN-EN 13036-7:2004 | |
| 13 | Road pavements | Longitudinal evenness Range (1 − 20) mm |
Method: using a straightedge and wedge | PN-EN 13036-7:2004 | |
| 14 | Road pavements | Friction coefficient Range of wheel pressure (60 – 100) kg |
Method: using the TWO device | PT-LBOIT-01-8 Wydanie 1 z dnia 10.01.2024 r. | |
| 15 | Pavement structural layers | Deformation modulus Load range (0,00 – 0,45) MPa |
Method: VSS plate load test | PN-S-02205:1998 zał. B | |
| 16 | Concrete | Water absorption | PN-88/B-06250 | ||
| 17 | Concrete | Frost resistance Range (-20) °C − (+20) °C |
Ordinary method | PN-B-06265:2022, zał. N | |
| 18 | Concrete | Compressive strength Force range (100 − 3000) kN |
PN-EN 12390-3:2019 | ||
| 19 | Concrete | Splitting tensile strength Force range (10 − 500) kN |
PN-EN 12390-6:2024 | ||
| 20 | Concrete | Flexural strength Force range (10 − 100) kN |
PN-EN 12390-5:2019 | ||
| 21 | Cement-stabilised soils | Compressive strength Force range (3 − 50) kN |
PN-EN 13286-41:2022 | ||
| 22 | Cement-stabilised soils | Frost resistance Range (-23) °C − (+20) °C |
PN-S-96012:1997 | ||
| 23 | Bituminous mixtures mma (cement-emulsion mixtures) | Bulk density | Method: A and B | PN-EN 12697-6:2020 | |
| 24 | Bituminous mixtures mma (cement-emulsion mixtures) | Soluble binder content Range (0 − 15) % |
PN-EN 12697-1:2020 | ||
| 25 | Bituminous mixtures mma (cement-emulsion mixtures) | Particle size distribution Range (0,063 − 63) mm |
PN-EN 933-1:2012 | ||
| 26 | Bituminous mixtures mma (cement-emulsion mixtures) | Stiffness Force range: up to 4 kN Displacement range do 10 mm |
Method: IT-CY | PN-EN 12697-26+A1:2023-03 | |
| 27 | Bituminous mixtures mma (cement-emulsion mixtures) | Stiffness, Force range: up to 5 kN, Displacement range: up to 2 mm | Method: 4-point beam | PN-EN 12697-26+A1:2023-03 | |
| 28 | Bituminous mixtures mma (cement-emulsion mixtures) | Resistance to permanent deformation Range 40 mm |
Method: wheel tracking by method B (in air), small device | PN-EN 12697-22+A1:2024-05 | |
| 29 | Bituminous mixtures mma (cement-emulsion mixtures) | Fatigue resistance, Force range: up to 5 kN, Displacement range: up to 2 mm | Method: 4-point beam | PN-EN 12697-24:2018-08 | |
Reference standards (25)
PN-88/B-04481 p. 4.1
PN-88/B-04481 p. 8
PN-88/B-06250
PN-B-06265:2022, zał. N
PN-EN 1097-2:2020 p. 5
PN-EN 1097-6 :2022 p. 8, p. 9
PN-EN 12390-3:2019
PN-EN 12390-5:2019
PN-EN 12390-6:2024
PN-EN 12697-1:2020
PN-EN 12697-22+A1:2024-05
PN-EN 12697-24:2018-08
PN-EN 12697-26+A1:2023-03
PN-EN 12697-6:2020
PN-EN 13036-7:2004
PN-EN 13286-41:2022
PN-EN 1367-1:2007
PN-EN 1426:2015-08
PN-EN 1427:2015-08
PN-EN 933-1:2012
PN-S-02205:1998 zał. B
PN-S-02205:1998 załącznik A
PN-S-96012:1997
PT-LBOIT-01-4 Wydanie 2 z dnia 15.02.2021 r.
PT-LBOIT-01-8 Wydanie 1 z dnia 10.01.2024 r.