🇵🇱 KGHM CUPRUM SP. Z O.O. PL
Materials & polymersConstruction
KGHM CUPRUM SP. Z O.O. is a laboratory accredited by PCA under number AB 726 (Wrocław, Poland). Its accreditation scope covers 17 test methods in the following areas: Materials & polymers, Construction. Test objects include: Backfill materials of natural and industrial origin, Compact rocks, Concrete shaft lining, Tubbing shaft lining. Most frequently used techniques: Method using disc-shaped specimens, Ultrasonic method, Sclerometric method.
At a glance
- Accreditation number: PCA AB 726
- Methods in scope: 17
- Types of test objects: 5
- Techniques used: 4
- City: Wrocław, Poland
- Accreditation number
- AB 726
- Accreditation body
- PCA
- Address
- CENTRUM BADAWCZO-ROZWOJOWE, ul. Gen. Wł. Sikorskiego 2-8, 53-659 Wrocław, LABORATORIUM BADAŃ MATERIAŁOWYCH
- City
- Wrocław, Poland
What this laboratory tests (5)
- Backfill materials of natural and industrial origin — 8 methods
- Compact rocks — 4 methods
- Concrete shaft lining — 2 methods
- Tubbing shaft lining — 2 methods
- Concrete — 1 method
Analytical techniques used (4)
- Method using disc-shaped specimens — 2 methods
- Ultrasonic method — 2 methods
- Sclerometric method — 1 method
- Transverse compression method — 1 method
Laboratory sections (2)
- Materials Testing Laboratory; Laboratory for Testing Physical and Mechanical Properties of Rocks, Concrete, Soils and Backfill (PS) — 13 methods
- Materials Testing Laboratory; Mine Support Testing and Monitoring Laboratory (PO) — 4 methods
Laboratory locations
- LABORATORIUM BADAŃ MATERIAŁOWYCH — AB 726 ul. Pracka 3
- Pracownia Badania Fizykomechanicznych Własności Skał, Betonu, Gruntów i Podsadzki (PS) — ul. Pracka 3, 54-066 Wrocław
- Pracownia Badania i Monitorowania Obudów Górniczych (PO) — ul. Pracka 3, 54-066 Wrocław
- Laboratorium Badań Materiałowych; Pracownia Badania Fizykomechanicznych Własności Skał, Betonu, Gruntów i Podsadzki (PS) —
- Laboratorium Badań Materiałowych; Pracownia Badania i Monitorowania Obudów Górniczych (PO) —
Certificate information
- Issue date
- 02.06.2026
- Issue no.
- 18
Accreditation scope — test methods (17)
| No. | Test object | Methodology / Parameters | Technique | Reference document | |
|---|---|---|---|---|---|
| Materials Testing Laboratory; Laboratory for Testing Physical and Mechanical Properties of Rocks, Concrete, Soils and Backfill (PS) | |||||
| 1 | Compact rocks | Compressive strength Load range (10 - 1500) kN |
PN-G-04303:1997 | ||
| 2 | Compact rocks | Tensile strength Load range (10 - 100) kN |
Transverse compression method | PN-G-04302:1997 | |
| 3 | Compact rocks | Simple shear strength Load range (5 - 100) kN |
Method using disc-shaped specimens | PN-G-04304:1997+Az1:1999 | |
| 4 | Compact rocks | Flexural strength Load range (5 - 100) kN |
Method using disc-shaped specimens | PN-G-04306:1998 | |
| 5 | Concrete | Compressive strength Load range (200 - 2000) kN |
PN-EN 12390-3:2019-07 | ||
| 6 | Backfill materials of natural and industrial origin | Content of grains with dimensions below | PN-G-11010:1993, p.5.3.1 | ||
| 7 | Backfill materials of natural and industrial origin | 0,1 mm | PN-G-11010:1993, p.5.3.1 | ||
| 8 | Backfill materials of natural and industrial origin | Maximum grain size | PN-G-11010:1993, p.5.3.2 | ||
| 9 | Backfill materials of natural and industrial origin | Compressibility for pressure (0 - 25) MPa, Compressibility | PN-G-11010:1993, p.5.3.3 | ||
| 10 | Backfill materials of natural and industrial origin | Water permeability Range (0,0004 - 0,05) cm/s |
PN-G-11010:1993, p.5.3.4 | ||
| 11 | Backfill materials of natural and industrial origin | Slaking | PN-G-11010:1993, p.5.3.5 | ||
| 12 | Backfill materials of natural and industrial origin | Bulk density | PN-G-11010:1993, p.5.3.6 | ||
| 13 | Backfill materials of natural and industrial origin | Sampling | PN-G-11010:1993, p.5.2 | ||
| Materials Testing Laboratory; Mine Support Testing and Monitoring Laboratory (PO) | |||||
| 14 | Concrete shaft lining | Compressive strength of concrete Range (5 - 80) MPa |
Ultrasonic method | PB/LAB-02-003/01 pkt. 4.3.1 wyd. 3 z dnia 26.01.2009 r. | |
| 15 | Concrete shaft lining | Compressive strength of concrete Range (5 - 60) MPa |
Sclerometric method | PB/LAB-02-003/01: pkt. 4.3.2 wyd. 3 z dnia 26.01.2009 r. wyd. 3 z dnia 26.01.2009 r. | |
| 16 | Tubbing shaft lining | Wall thickness | PB/LAB-02-003: pkt. 5 wyd. 3 z dnia 26.01.2009 r. | ||
| 17 | Tubbing shaft lining | Range (30 - 130) mm |
Ultrasonic method | wyd. 3 z dnia 26.01.2009 r. | |
Reference standards (16)
PB/LAB-02-003/01 pkt. 4.3.1 wyd. 3 z dnia 26.01.2009 r.
PB/LAB-02-003/01: pkt. 4.3.2 wyd. 3 z dnia 26.01.2009 r. wyd. 3 z dnia 26.01.2009 r.
PB/LAB-02-003: pkt. 5 wyd. 3 z dnia 26.01.2009 r.
PN-EN 12390-3:2019-07
PN-G-04302:1997
PN-G-04303:1997
PN-G-04304:1997+Az1:1999
PN-G-04306:1998
PN-G-11010:1993, p.5.2
PN-G-11010:1993, p.5.3.1
PN-G-11010:1993, p.5.3.2
PN-G-11010:1993, p.5.3.3
PN-G-11010:1993, p.5.3.4
PN-G-11010:1993, p.5.3.5
PN-G-11010:1993, p.5.3.6
wyd. 3 z dnia 26.01.2009 r.