🇵🇱 CENTRUM TECHNOLOGICZNE BUDOWNICTWA PL
Construction
CENTRUM TECHNOLOGICZNE BUDOWNICTWA is a laboratory accredited by PCA under number AB 535 (Rzeszów, Poland). Its accreditation scope covers 68 test methods in the following areas: Construction. Test objects include: Aggregate, Concrete, Fresh concrete, Admixtures for concrete. Most frequently used techniques: Gravimetric method, Gravimetric-volumetric method, Direct method.
At a glance
- Accreditation number: PCA AB 535
- Methods in scope: 68
- Types of test objects: 20
- Techniques used: 17
- City: Rzeszów, Poland
- Accreditation number
- AB 535
- Accreditation body
- PCA
- Address
- INSTYTUT BADAŃ I CERTYFIKACJI Sp. z o. o., ul. Przemysłowa 23, 35-105 Rzeszów
- City
- Rzeszów, Poland
What this laboratory tests (20)
- Aggregate — 13 methods
- Concrete — 10 methods
- Fresh concrete — 6 methods
- Admixtures for concrete — 5 methods
- Mortars — 5 methods
- Pavement drainage channels – gratings – covers – channels — 5 methods
- Masonry units — 4 methods
- Concrete kerb units and edgings — 3 methods
- Concrete paving blocks — 3 methods
- Cements — 2 methods
- Concrete paving flags — 2 methods
- Floor screeds — 2 methods
- Floor screeds (cement-based) — 1 method
- Lean concrete base course — 1 method
- Pavement structural layers and backfills — 1 method
- and 5 more
Analytical techniques used (17)
- Gravimetric method — 6 methods
- Gravimetric-volumetric method — 6 methods
- Direct method — 3 methods
- Flow table method — 2 methods
- Pressure gauge method — 2 methods
- Pressure method — 2 methods
- Sieving method — 2 methods
- Visual method — 2 methods
- VSS plate loading method — 2 methods
- Bar method (accelerated) — 1 method
- Bar method (long-term) — 1 method
- Direct measurement method — 1 method
- Fall cone method — 1 method
- Flakiness index method — 1 method
- Ordinary method — 1 method
- and 2 more
Accreditation scope — test methods (68)
| No. | Test object | Methodology / Parameters | Technique | Reference document | |
|---|---|---|---|---|---|
| Test methods | |||||
| 1 | Concrete | Water permeability of concrete Range (0,2 – 1,6) MPa |
Pressure method | PN-88/B-06250 | |
| 2 | Concrete | Resistance to freezing | Ordinary method | PN-88/B-06250 | PN-B-06265:2018-10 Załącznik N | PN-B-06265:2022-08 Załącznik N | |
| 3 | Concrete | Compressive strength Range (1 – 3000) kN |
PN-88/B-06250 | PN-EN 12390-3:2011+AC:2012 | PN-EN 12390-3:2019-07 | PN-EN 12504-1:2011 | PN-EN 12504-1:2019-08 | PN-EN 12504-1:2019-08/AC:2021-01 | ||
| 4 | Concrete | Water absorption | Gravimetric method | PN-88/B-06250 | |
| 5 | Concrete | Splitting tensile strength Range (1 – 3000) kN |
PN-EN 12390-6:2011 | PN-EN 12390-6:2024-04 | ||
| 6 | Concrete | Density Determination of volume from the sample dimensions |
Gravimetric-volumetric method | PN-EN 12390-7:2011 | PN-EN 12390-7:2019-08 | PN-EN 12390-7:2019-08/AC:2021-01 | |
| 7 | Concrete | Depth of penetration of water under pressure | PN-EN 12390-8:2011 | PN-EN 12390-8:2019-08 | ||
| 8 | Concrete | Freeze-thaw resistance | Reference method (slab test) | PKN-CEN/TS 12390-9:2007 PKN-CEN/TS 12390-9:2017-07 | PN-B-06265:2018-10 Załącznik O | PN-B-06265:2022-08 Załącznik O | |
| 9 | Concrete | Sampling | PN-EN 12504-1:2011 | PN-EN 12504-1:2019-08 | PN-EN 12504-1:2019-08/AC:2021-01 | ||
| 10 | Concrete | Flexural strength Range (1 – 200) kN |
PN-EN 12390-5:2019-08 NO-17-A204:2015 | ||
| 11 | Fresh concrete | Consistency | Fall cone method | PN-88/B-06250 | PN-EN 12350-2:2011 | PN-EN 12350-2:2019-07 | |
| 12 | Fresh concrete | Air content | Pressure gauge method | PN-EN 12350-7:2011 | PN-EN 12350-7:2019-08 | |
| 13 | Fresh concrete | Consistency Range (20 – 70) cm |
Flow table method | PN-EN 12350-5:2011 | PN-EN 12350-5:2019-08 | |
| 14 | Fresh concrete | Consistency | Spread method | PN-EN 12350-8:2012 | PN-EN 12350-8:2019-08 | |
| 15 | Fresh concrete | Density | Gravimetric-volumetric method | PN-EN 12350-6:2011 | PN-EN 12350-6:2019-08 | |
| 16 | Fresh concrete | Sampling | PN-EN 12350-1:2011 | PN-EN 12350-1:2019-07 | PN-EN 12350-1:2019-07/Ap1:2022-06 | ||
| 17 | Cements | Flexural strength Range (1 – 100) kN |
PN-EN 196-1:2016-07 | ||
| 18 | Cements | Compressive strength Range (1 – 3000) kN |
PN-EN 196-1:2016-07 | ||
| 19 | Mortars | Consistency Range (100 – 300) mm |
Flow table method | PN-EN 1015-3:2000+A1:2005+ A2:2007 | |
| 20 | Mortars | Bulk density of fresh mortar | Gravimetric-volumetric method | PN-EN 1015-6:2000+A1:2007 | |
| 21 | Mortars | Air content in fresh mortar | Pressure method | PN-EN 1015-7:2000 | |
| 22 | Mortars | Compressive strength Range (1 – 3000) kN |
PN-EN 1015-11:2001+A1:2007 | PN-EN 1015-11:2020-04 | ||
| 23 | Mortars | Flexural strength Range (1 – 100) kN |
PN-EN 1015-11:2001+A1:2007 | PN-EN 1015-11:2020-04 | ||
| 24 | Floor screeds | Compressive strength Range (1 – 3000) kN |
PN-EN 13892-2:2004 | ||
| 25 | Floor screeds | Flexural strength Range (1 – 100) kN |
PN-EN 13892-2:2004 | ||
| 26 | Floor screeds (cement-based) | Sampling | PN-EN 13892-1:2004 | ||
| 27 | Aggregate | Particle size distribution Range (0 – 31,5) mm |
Sieving method | PN-91/B-06714/15 | PN-EN 933-1:2012 | |
| 28 | Aggregate | Content of organic impurities | Visual method | PN-78/B-06714/26 | |
| 29 | Aggregate | Crushing strength (crushing index) | PN-78/B-06714/40 | ||
| 30 | Aggregate | Frost resistance | Direct method | PN-78/B-06714/19 | |
| 31 | Aggregate | Foreign matter content | Gravimetric method | PN-76/B-06714/12 | |
| 32 | Aggregate | Particle shape Range (2,5 – 16) mm |
Flakiness index method | PN-EN 933-3:2012 | |
| 33 | Aggregate | Humus content | Visual method | PN-EN 1744-1+A1:2013-05 | |
| 34 | Aggregate | Content of mineral dusts | Sieving method | PN-EN 933-1:2012 | |
| 35 | Aggregate | Bulk density in the loose and tapped state | Gravimetric-volumetric method | PN-77/B-06714/07 | |
| 36 | Aggregate | Bulk density in the loose and tapped state for aggregate up to 31,5 mm | Gravimetric-volumetric method | PN-EN 1097-3:2000 | |
| 37 | Aggregate | Frost resistance | PN-EN 1367-1:2007 | PN-EN 1367-6:2008 | ||
| 38 | Aggregate | Alkali reactivity | Bar method (accelerated) | Procedura Badawcza GDDKiA PB/1/18 | |
| 39 | Aggregate | Alkali reactivity | Bar method (long-term) | Procedura Badawcza GDDKiA PB/2/18 | |
| 40 | Concrete paving blocks | Splitting tensile strength Range (1 – 3000) kN |
PN-EN 1338:2005+AC:2007 | ||
| 41 | Concrete paving blocks | Water absorption | Gravimetric method | PN-EN 1338:2005+AC:2007 | |
| 42 | Concrete paving blocks | Freeze/thaw resistance with de-icing salt | PN-EN 1338:2005+AC:2007 | ||
| 43 | Concrete paving flags | Water absorption | Gravimetric method | PN-EN 1339:2005+AC:2007 | |
| 44 | Concrete paving flags | Freeze/thaw resistance with de-icing salt | PN-EN 1339:2005+AC:2007 | ||
| 45 | Concrete kerb units and edgings | Flexural strength Range (1 – 100) kN |
PN-EN 1340:2004+AC:2007 | ||
| 46 | Concrete kerb units and edgings | Water absorption | Gravimetric method | PN-EN 1340:2004+AC:2007 | |
| 47 | Concrete kerb units and edgings | Freeze/thaw resistance with de-icing salt | PN-EN 1340:2004+AC:2007 | ||
| 48 | Subgrade and embankments | Deformation modulus Range (0,02 – 0,35) MPa |
VSS plate loading method | BN-64/8931-02 | PN-S-02205:1998 Warunki techniczne PKP PLK Id-32009 KPRNPP-2013 GDDKiA Załącznik B3 | Instrukcja GDDP 1998 | |
| 49 | Pavement structural layers and backfills | Deformation modulus Range (0,02 – 0,45) MPa |
VSS plate loading method | BN-64/8931-02 | PN-S-02205:1998 Warunki techniczne PKP PLK Id-32009 KPRNPP-2013 GDDKiA Załącznik B3 | Instrukcja GDDP 1998 | |
| 50 | Admixtures for concrete | Reduction of mixing water | PN-EN 480-1:2014-12 | PN-EN 12350-2:2011 | PN-EN 12350-2:2019-07 | ||
| 51 | Admixtures for concrete | Compressive strength Range (1 – 3000) kN |
PN-EN 480-1:2014-12 | PN-EN 12390-3:2011+AC:2012 | PN-EN 12390-3:2019-07 | ||
| 52 | Admixtures for concrete | Air content in the concrete mix Range (0 – 50) % |
Pressure gauge method | PN-EN 480-1:2014-12 | PN-EN 12350-7:2011 | PN-EN 12350-7:2019-08 | |
| 53 | Admixtures for concrete | Increase in consistency | PN-EN 480-1:2014-12 | PN-EN 12350-2:2011 | PN-EN 12350-2:2019-07 | ||
| 54 | Admixtures for concrete | Retention of consistency over time | PN-EN 480-1:2014-12 | PN-EN 12350-2:2011 | PN-EN 12350-2:2019-07 | ||
| 55 | Small-sized wall units – blocks | Frost resistance | Direct method | PN-B-19306:2004 | |
| 56 | Small-sized wall units – hollow blocks | Frost resistance | Direct method | PN-B-19307:2004 | |
| 57 | Masonry units | Dimensions, shape and configuration (height, width, length, wall thickness, hollows, depth of holes, recesses) Range (0 – 800) mm |
Direct measurement method | PN-EN 772-16:2011 | |
| 58 | Masonry units | Net and gross density Range elementy z betonu aggregate (with normal and lightweight aggregates) |
Gravimetric-volumetric method | PN-EN 772-13:2001 | |
| 59 | Masonry units | Compressive strength Range (50 – 3000) kN |
PN-EN 772-1+A1:2015-10 | ||
| 60 | Masonry units | Freeze-thaw resistance of calcium silicate masonry units | PN-EN 772-18:2011 | ||
| 61 | Sub-base and improved subgrade of cement-stabilised soil | Compressive strength Range (1 – 3000) kN |
PN-S-96012:1997 | ||
| 62 | Lean concrete base course | Compressive strength Range (1 – 3000) kN |
PN-S-96013:1997 | ||
| 63 | Pavement drainage channels – gratings – covers – channels | Proof load Range (1 – 3000) kN |
PN-EN 1433:2005 „N” | PN-EN 1433:2005/A1:2007 „N” | ||
| 64 | Pavement drainage channels – gratings – covers – channels | Permanent deformations Range (1 – 3000) kN |
PN-EN 1433:2005 „N” | PN-EN 1433:2005/A1:2007 „N” | ||
| 65 | Pavement drainage channels – gratings – covers – channels | Watertightness – joints of drainage channels | PN-EN 1433:2005 „N” | PN-EN 1433:2005/A1:2007 „N” | ||
| 66 | Pavement drainage channels – gratings – covers – channels | Durability – water absorption | Gravimetric method | PN-EN 1433:2005 „N” | PN-EN 1433:2005/A1:2007 „N” | |
| 67 | Pavement drainage channels – gratings – covers – channels | Durability – resistance to freezing/thawing in de-icing salt | PN-EN 1433:2005 „N” | PN-EN 1433:2005/A1:2007 „N” | ||
| 68 | Products and systems for the protection and repair of concrete structures | Adhesion Range (0,5 – 16) kN |
PN-EN 1542:2000 | ||
Reference standards (72)
BN-64/8931-02
Instrukcja GDDP 1998
PKN-CEN/TS 12390-9:2007 PKN-CEN/TS 12390-9:2017-07
PN-76/B-06714/12
PN-77/B-06714/07
PN-78/B-06714/19
PN-78/B-06714/26
PN-78/B-06714/40
PN-88/B-06250
PN-91/B-06714/15
PN-B-06265:2018-10 Załącznik N
PN-B-06265:2018-10 Załącznik O
PN-B-06265:2022-08 Załącznik N
PN-B-06265:2022-08 Załącznik O
PN-B-19306:2004
PN-B-19307:2004
PN-EN 1015-11:2001+A1:2007
PN-EN 1015-11:2020-04
PN-EN 1015-3:2000+A1:2005+ A2:2007
PN-EN 1015-6:2000+A1:2007
PN-EN 1015-7:2000
PN-EN 1097-3:2000
PN-EN 12350-1:2011
PN-EN 12350-1:2019-07
PN-EN 12350-1:2019-07/Ap1:2022-06
PN-EN 12350-2:2011
PN-EN 12350-2:2019-07
PN-EN 12350-5:2011
PN-EN 12350-5:2019-08
PN-EN 12350-6:2011
PN-EN 12350-6:2019-08
PN-EN 12350-7:2011
PN-EN 12350-7:2019-08
PN-EN 12350-8:2012
PN-EN 12350-8:2019-08
PN-EN 12390-3:2011+AC:2012
PN-EN 12390-3:2019-07
PN-EN 12390-5:2019-08 NO-17-A204:2015
PN-EN 12390-6:2011
PN-EN 12390-6:2024-04
PN-EN 12390-7:2011
PN-EN 12390-7:2019-08
PN-EN 12390-7:2019-08/AC:2021-01
PN-EN 12390-8:2011
PN-EN 12390-8:2019-08
PN-EN 12504-1:2011
PN-EN 12504-1:2019-08
PN-EN 12504-1:2019-08/AC:2021-01
PN-EN 1338:2005+AC:2007
PN-EN 1339:2005+AC:2007
PN-EN 1340:2004+AC:2007
PN-EN 1367-1:2007
PN-EN 1367-6:2008
PN-EN 13892-1:2004
PN-EN 13892-2:2004
PN-EN 1433:2005 „N”
PN-EN 1433:2005/A1:2007 „N”
PN-EN 1542:2000
PN-EN 1744-1+A1:2013-05
PN-EN 196-1:2016-07
PN-EN 480-1:2014-12
PN-EN 772-1+A1:2015-10
PN-EN 772-13:2001
PN-EN 772-16:2011
PN-EN 772-18:2011
PN-EN 933-1:2012
PN-EN 933-3:2012
PN-S-02205:1998 Warunki techniczne PKP PLK Id-32009 KPRNPP-2013 GDDKiA Załącznik B3
PN-S-96012:1997
PN-S-96013:1997
Procedura Badawcza GDDKiA PB/1/18
Procedura Badawcza GDDKiA PB/2/18