🇵🇱 PRZEDSIĘBIORSTWO BUDOWY DRÓG I MOSTÓW Sp. z o.o. PL
Construction
PRZEDSIĘBIORSTWO BUDOWY DRÓG I MOSTÓW Sp. z o.o. is a laboratory accredited by PCA under number AB 638 (Mińsk Mazowiecki, Poland). Its accreditation scope covers 51 test methods in the following areas: Construction. Test objects include: Bituminous mixture, Aggregates, Concrete, Road pavements. Most frequently used techniques: Method: A, Method: A, B, D, Pycnometric method.
At a glance
- Accreditation number: PCA AB 638
- Methods in scope: 51
- Types of test objects: 6
- Techniques used: 11
- City: Mińsk Mazowiecki, Poland
- Accreditation number
- AB 638
- Accreditation body
- PCA
- Address
- ul. Kolejowa 28, 05-300 Mińsk Mazowiecki
- City
- Mińsk Mazowiecki, Poland
What this laboratory tests (6)
- Bituminous mixture — 18 methods
- Aggregates — 10 methods
- Concrete — 8 methods
- Road pavements — 8 methods
- Bitumens and bituminous binders — 4 methods
- Fresh concrete — 3 methods
Analytical techniques used (11)
- Method: A — 3 methods
- Method: A, B, D — 3 methods
- Pycnometric method — 3 methods
- Leutner method — 1 method
- Method: Los Angeles — 1 method
- Method: pressure — 1 method
- Method: pressure gauge — 1 method
- Method: slump — 1 method
- Method: wheel tracking by method B (in air), small device — 1 method
- Ordinary method — 1 method
- Ring and ball method — 1 method
Laboratory sections (3)
- Central Road Laboratory — 37 methods
- Central Road Laboratory located in Lublin — 8 methods
- Central Road Laboratory located in Osieck — 6 methods
Laboratory locations
- PRZEDSIĘBIORSTWO BUDOWY DRÓG I MOSTÓW Sp. z o.o. (main site) — ul. Kolejowa 28, 05-300 Mińsk Mazowiecki
- Central Road Laboratory
- Central Road Laboratory located in Lublin
- Central Road Laboratory located in Osieck
Certificate information
- Issue date
- 12.05.2026
- Issue no.
- 21
Accreditation scope — test methods (51)
| No. | Test object | Methodology / Parameters | Technique | Reference document | |
|---|---|---|---|---|---|
| Central Road Laboratory | |||||
| 1 | Bitumens and bituminous binders | Needle penetration to (330 x 0,1) mm |
PN-EN 1426:2015-08 | ||
| 2 | Bitumens and bituminous binders | Softening point Range (30 - 80) °C |
Ring and ball method | PN-EN 1427:2015-08 | |
| 3 | Bitumens and bituminous binders | Density Range (1000 – 1030) kg/m3 |
PN-EN 15326+A1:2010 | ||
| 4 | Bitumens and bituminous binders | Relative density Range (1,00 – 1,03) |
Pycnometric method | PN-EN 15326+A1:2010 | |
| 5 | Bituminous mixture | Bulk density | Method: A, B, D | PN-EN 12697-6:2020-07 | |
| 6 | Bituminous mixture | Density in water | Method: A | PN-EN 12697-5:2019-01 | |
| 7 | Bituminous mixture | Soluble binder content | PN-EN 12697-1:2020-08 cl. B.1.7 | ||
| 8 | Bituminous mixture | Particle size distribution | PN-EN 12697-2+A1:2019-12 | ||
| 9 | Bituminous mixture | Range (0 – 31,5) mm |
PN-EN 933-1:2012 | ||
| 10 | Bituminous mixture | Susceptibility to deformation under | PN-EN 12697-22+A1:2024-05 cl. 9.3.2 | ||
| 11 | Bituminous mixture | under load | Method: wheel tracking by method B (in air), small device | PN-EN 12697-33+A1:2023-03 cl. 7.2 | |
| 12 | Bituminous mixture | Air void content (calculated) | PN-EN 12697-8:2019-01 cl. 4 | ||
| 13 | Concrete | Compressive strength Force range (150 – 3000) kN |
PN-EN 12390-3:2019-07 | ||
| 14 | Concrete | Splitting tensile strength Force range (5 – 300) kN |
PN-EN 12390-6:2024-04 | ||
| 15 | Concrete | Flexural strength Force range (5 – 300) kN |
PN-EN 12390-5:2019-08 | ||
| 16 | Concrete | Resistance to freezing | Ordinary method | PN-88/B-06250 | |
| 17 | Concrete | Depth of penetration of water under pressure | PN-EN 12390-8:2019-08 | ||
| 18 | Concrete | Water permeability Range (0,2 – 1,2) MPa |
Method: pressure | PN-88/B-06250 | |
| 19 | Concrete | Water absorption | PN-88/B-06250 | ||
| 20 | Concrete | Density | PN-EN 12390-7:2019-08 | PN-EN 12390-7:2019-08/AC:2021-01 | ||
| 21 | Fresh concrete | Air content Range (0,1 – 10,0) % |
Method: pressure gauge | PN-EN 12350-7:2019-08 | PN-EN 12350-7:2019-08/AC:2022-03 | |
| 22 | Fresh concrete | Consistency Range (10 – 200) mm |
Method: slump | PN-EN 12350-2:2019-07 | |
| 23 | Fresh concrete | Sampling properties/method | PN-EN 12350-1:2019-07 Reference documents | ||
| 24 | Aggregates | Particle size distribution Range (0 – 31,5) mm |
PN-EN 933-1:2012 | ||
| 25 | Aggregates | Particle density and water absorption | PN-EN 1097-6:2022-07 | ||
| 26 | Aggregates | Pycnometric method | cl. 8, 9, Annex A | ||
| 27 | Aggregates | Abrasion resistance | PN-EN 1097-1:2011 | ||
| 28 | Aggregates | PN-EN 1097-1:2024-05 | |||
| 29 | Aggregates | Resistance to fragmentation | Method: Los Angeles | PN-EN 1097-2:2020-09, chapter 5 | |
| 30 | Road pavements | Air void content (calculated) | PN-EN 12697-8:2019-01 cl. 4 | ||
| 31 | Road pavements | Degree of compaction index (calculated) | PN-EN 13108-20:2016-07 cl. C4 | ||
| 32 | Road pavements | Interlayer bond between layers | Laboratory test instruction… | ||
| 33 | Road pavements | asphalt | …interlayer bond of layers… | ||
| 34 | Road pavements | Leutner method | …of asphalt layers by the Leutner method | ||
| 35 | Road pavements | and technical requirements for interlayer bond, published by Gdańsk University of Technology, 31.08.2014 | |||
| 36 | Road pavements | Thickness | PN-EN 12697-36:2022-09 cl. 6.1 | ||
| 37 | Road pavements | Sampling | PN-EN 12697-27:2017-07 cl. 4.7 | ||
| Central Road Laboratory located in Lublin | |||||
| 38 | Bituminous mixture | Bulk density | Method: A, B, D | PN-EN 12697-6:2020-07 | |
| 39 | Bituminous mixture | Density in water | Method: A | PN-EN 12697-5:2019-01 | |
| 40 | Bituminous mixture | Soluble binder content | PN-EN 12697-1:2020-08 cl. B.1.7 | ||
| 41 | Bituminous mixture | Particle size distribution | PN-EN 12697-2+A1:2019-12 | ||
| 42 | Bituminous mixture | Range (0 – 31,5) mm |
PN-EN 933-1:2012 | ||
| 43 | Aggregates | Particle size distribution Range (0 – 31,5) mm |
PN-EN 933-1:2012 | ||
| 44 | Aggregates | Particle density and water absorption | PN-EN 1097-6:2022-07 | ||
| 45 | Aggregates | Pycnometric method | cl. 8, 9, Annex A | ||
| Central Road Laboratory located in Osieck | |||||
| 46 | Bituminous mixture | Bulk density | Method: A, B, D | PN-EN 12697-6:2020-07 | |
| 47 | Bituminous mixture | Density | Method: A | PN-EN 12697-5:2019-01 | |
| 48 | Bituminous mixture | Soluble binder content | PN-EN 12697-1:2020-08 cl. B.1.7 | ||
| 49 | Bituminous mixture | Particle size distribution | PN-EN 12697-2+A1:2019-12 | ||
| 50 | Bituminous mixture | Range (0 – 31,5) mm |
PN-EN 933-1:2012 | ||
| 51 | Aggregates | Particle size distribution Range (0 – 31,5) mm |
PN-EN 933-1:2012 | ||
Reference standards (34)
Laboratory test instruction…
PN-88/B-06250
PN-EN 1097-1:2011
PN-EN 1097-1:2024-05
PN-EN 1097-2:2020-09, chapter 5
PN-EN 1097-6:2022-07
PN-EN 12350-1:2019-07 Reference documents
PN-EN 12350-2:2019-07
PN-EN 12350-7:2019-08
PN-EN 12350-7:2019-08/AC:2022-03
PN-EN 12390-3:2019-07
PN-EN 12390-5:2019-08
PN-EN 12390-6:2024-04
PN-EN 12390-7:2019-08
PN-EN 12390-7:2019-08/AC:2021-01
PN-EN 12390-8:2019-08
PN-EN 12697-1:2020-08 cl. B.1.7
PN-EN 12697-2+A1:2019-12
PN-EN 12697-22+A1:2024-05 cl. 9.3.2
PN-EN 12697-27:2017-07 cl. 4.7
PN-EN 12697-33+A1:2023-03 cl. 7.2
PN-EN 12697-36:2022-09 cl. 6.1
PN-EN 12697-5:2019-01
PN-EN 12697-6:2020-07
PN-EN 12697-8:2019-01 cl. 4
PN-EN 13108-20:2016-07 cl. C4
PN-EN 1426:2015-08
PN-EN 1427:2015-08
PN-EN 15326+A1:2010
PN-EN 933-1:2012
…of asphalt layers by the Leutner method
and technical requirements for interlayer bond, published by Gdańsk University of Technology, 31.08.2014
cl. 8, 9, Annex A
…interlayer bond of layers…