🇵🇱 PRZEDSIĘBIORSTWO BUDOWY DRÓG I MOSTÓW Sp. z o.o. PL

PCA AB 638 • Mińsk Mazowiecki, Poland • 51 methods

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)

Analytical techniques used (11)

Laboratory sections (3)

Laboratory locations

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 p. 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 p. 9.3.2
11 Bituminous mixture obciążeniem Method: wheel tracking by method B (in air), small device PN-EN 12697-33+A1:2023-03 p. 7.2
12 Bituminous mixture Air void content (calculated) PN-EN 12697-8:2019-01 p. 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 Dokumenty odniesienia
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 p. 8, 9, Załącznik 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, rozdz. 5
30 Road pavements Air void content (calculated) PN-EN 12697-8:2019-01 p. 4
31 Road pavements Degree of compaction index (calculated) PN-EN 13108-20:2016-07 p. C4
32 Road pavements Interlayer bond between layers Instrukcja laboratoryjna badania
33 Road pavements asphalt sczepności międzywarstwowej warstw
34 Road pavements Leutner method asfaltowych wg metody Leutnera
35 Road pavements i wymagania techniczne sczepności, wyd. Politechniki Gdańskiej, 31.08.2014
36 Road pavements Thickness PN-EN 12697-36:2022-09 p. 6.1
37 Road pavements Sampling PN-EN 12697-27:2017-07 p. 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 p. 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 p. 8, 9, Załącznik 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 p. 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)

Instrukcja laboratoryjna badania
PN-88/B-06250
PN-EN 1097-1:2011
PN-EN 1097-1:2024-05
PN-EN 1097-2:2020-09, rozdz. 5
PN-EN 1097-6:2022-07
PN-EN 12350-1:2019-07 Dokumenty odniesienia
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 p. B.1.7
PN-EN 12697-2+A1:2019-12
PN-EN 12697-22+A1:2024-05 p. 9.3.2
PN-EN 12697-27:2017-07 p. 4.7
PN-EN 12697-33+A1:2023-03 p. 7.2
PN-EN 12697-36:2022-09 p. 6.1
PN-EN 12697-5:2019-01
PN-EN 12697-6:2020-07
PN-EN 12697-8:2019-01 p. 4
PN-EN 13108-20:2016-07 p. C4
PN-EN 1426:2015-08
PN-EN 1427:2015-08
PN-EN 15326+A1:2010
PN-EN 933-1:2012
asfaltowych wg metody Leutnera
i wymagania techniczne sczepności, wyd. Politechniki Gdańskiej, 31.08.2014
p. 8, 9, Załącznik A
sczepności międzywarstwowej warstw