🇵🇱 BUDIMEX SPÓŁKA AKCYJNA PL
建筑水与废水
BUDIMEX SPÓŁKA AKCYJNA 是由 PCA 认可的实验室，认可编号 AB 1414（Warszawa，波兰）。认可范围涵盖 57 项检测方法，涉及以下领域：建筑、水与废水。检测对象包括：骨料、Bituminous mixtures、混凝土、Fresh concrete mixes。
要点速览
- 认可编号: PCA AB 1414
- 认可范围内方法数: 57
- 检测对象种类: 11
- 城市: Warszawa, 波兰
- 认可编号
- AB 1414
- 认可机构
- PCA
- 地址
- ul. Siedmiogrodzka 9, 01-204 Warszawa
- 城市
- Warszawa, 波兰
该实验室检测什么 (11)
- 骨料 — 16 项方法
- Bituminous mixtures — 9 项方法
- 混凝土 — 9 项方法
- Fresh concrete mixes — 7 项方法
- 土体 — 6 项方法
- 沥青与沥青胶结料 — 3 项方法
- 路面 — 3 项方法
- Concrete kerb units — 1 项方法
- Unbound and hydraulically bound mixtures — 1 项方法
- 栽培基质 — 1 项方法
- 路面结构层 — 1 项方法
认可范围 — 项检测方法 (57)
| 序号 | 检测对象 | 方法 / 参数 | 技术 | 依据文件 | |
|---|---|---|---|---|---|
| 检测方法 | |||||
| 1 | 骨料 | Grain composition Range: (0 – 80) mm | PN-EN 933-1:2012 | ||
| 2 | 骨料 | Shape index Range: (0 – 63) mm Method: measurement with a Schultz caliper | PN-EN 933-4:2008 | ||
| 3 | 骨料 | Sand equivalent Range: (0 – 4) mm | PN-EN 933-8+A1:2015-07 | ||
| 4 | 骨料 | Fine particle content Range: (0 – 2) mm Method: methylene blue test | PN-EN 933-9:2022-07 | ||
| 5 | 骨料 | Resistance to fragmentation Range: (4 – 50) mm Los Angeles method | PN-EN 1097-2:2020-09 | ||
| 6 | 骨料 | Resistance to abrasion Micro-Deval method | PN-EN 1097-1:2024-05 (z wyłączeniem załącznika D i E) | ||
| 7 | 骨料 | Water content Range: (0 – 80) mm Gravimetric method | PN-EN 1097-5:2008 | ||
| 8 | 骨料 | Particle density and water absorption Range: (2,0 – 3,5) Mg/m3 (0,063 – 31,5) mm Pycnometric method | PN-EN 1097-6:2022-07 p. 8 | ||
| 9 | 骨料 | Flow coefficient Range: (0 – 2) mm | PN-EN 933-6:2023-06 | ||
| 10 | 骨料 | Flakiness index Range: (4 – 100) mm | PN-EN 933-3:2012 | ||
| 11 | 骨料 | Frost resistance | PN-EN 1367-1:2007 | ||
| 12 | 骨料 | Frost resistance in the presence of salt | PN-EN 1367-6:2008 | ||
| 13 | 骨料 | Optimum water content Range: (3 – 40) % Maximum dry density Range: (1,2 – 2,5) g/cm3 Proctor method | PN-EN 13286-2:2010 PN-EN 13286-2:2010/AC:2014-07 | ||
| 14 | 骨料 | Presence of humus Visual method | PN-EN 1744-1+A1:2013-05 p.15.1 | ||
| 15 | 骨料 | Alkali reactivity Range: (0 – 31,5) mm Accelerated mortar bar method | Procedura Badawcza GDDKiA PB/1/18 Marzec 2022 | ||
| 16 | 骨料 | 样品采集 | PN-EN 932-1:1999 p. 8.8 | ||
| 17 | 土体 | Compaction index (I ) S | BN-77/8931-12 | PN-88/B-04481 p.8 | ||
| 18 | 土体 | Optimum moisture content Maximum dry density of the soil skeleton Range (1,2 – 2,5) g/cm3 Proctor method | PN-88/B-04481 p.8 | ||
| 19 | 土体 | 湿度 | PN-88/B-04481 p. 5.1 | ||
| 20 | 土体 | Maximum and minimum bulk density of non-cohesive soils | PN-88/B-04481 p. 5.2.7 | ||
| 21 | 土体 | Passive capillarity | PN-60/B-04493 | ||
| 22 | 土体 | Organic matter content Oxidation method | PN-88/B-04481 p. 4.4 | ||
| 23 | 栽培基质 | Deformation modulus Load range: (0,02 – 0,35) MPa VSS plate load test method | PN-S-02205:1998 zał. B | ||
| 24 | 路面结构层 | Deformation modulus Load range: (0,02 – 0,45) MPa VSS plate loading method | PN-S-02205:1998 zał. B | ||
| 25 | Unbound and hydraulically bound mixtures | California bearing ratio (CBR) | PN-EN 13286-47:2022-04 | ||
| 26 | Bituminous mixtures | Density in water or solvent Range: (2,000 – 3,300) Mg/m3 Method: A | PN-EN 12697-5:2019-01 | ||
| 27 | Bituminous mixtures | Bulk density Range: (2,000 – 2,750) Mg/m3 Method: A, B, D | PN-EN 12697-6:2020-07 | ||
| 28 | Bituminous mixtures | Soluble binder content Range: (2 − 10) % | PN-EN 12697-1:2020-08 p. B.1.7 | ||
| 29 | Bituminous mixtures | Grain composition Range: (0 – 45) mm | PN-EN 933-1:2012 PN-EN-12697-2:2025-06 | ||
| 30 | Bituminous mixtures | Sensitivity to water Range: (40 – 115) % Method: A | PN-EN 12697-12:2018-08 | ||
| 31 | Bituminous mixtures | Susceptibility to deformation under load Method: wheel tracking, procedure B (in air), small device | PN-EN 12697-22+A1:2024-05 | ||
| 32 | Bituminous mixtures | Hardness (penetration) on cube samples | PN-EN 12697-20:2020-07 | ||
| 33 | Bituminous mixtures | Interlayer bond strength Leutner method | Instrukcja laboratoryjnego badania sczepności międzywarstwowej warstw asfaltowych wg metody Leutnera i wymagania techniczne sczepności | PN-EN 12697-48:2022-04 p. 7 | ||
| 34 | Bituminous mixtures | 样品采集 | PN-EN 12697-27:2017-07 p. 4.7 | ||
| 35 | 沥青与沥青胶结料 | Softening point Range: (28 – 150) C Ring and ball method | PN-EN 1427:2015-08 | ||
| 36 | 沥青与沥青胶结料 | Needle penetration | PN-EN 1426:2025-02 | ||
| 37 | 沥青与沥青胶结料 | Elastic recovery | PN-EN 13398:2017-12 | ||
| 38 | 混凝土 | Compressive strength Force range: (60 – 3000) kN | PN-EN 12390-3:2019-07 PN-88/B-06250 p. 5.1 | ||
| 39 | 混凝土 | 吸水率 | PN-88/B-06250 p. 5.2 | ||
| 40 | 混凝土 | Flexural strength Force range: (3 – 150) kN | PN-EN 12390-5:2019-08 | ||
| 41 | 混凝土 | 压力水渗透深度 | PN-EN 12390-8:2019-08 | ||
| 42 | 混凝土 | Resistance to freezing Method: ordinary | PN-88/B-06250 p. 5.3 PN-B-06265:2022-08 zał. N PN-B-06265:2022-08/Az1:2025-08 zał. N | ||
| 43 | 混凝土 | Freeze-thaw resistance in the presence of de-icing salts | PKN-CEN/TS 12390-9:2007 p.5 PKN-CEN/TS 12390-9:2017 p.5 | ||
| 44 | 混凝土 | Water permeability Range: (0,2 – 1,2) MPa | PN-88/B-06250 p. 5.4 | ||
| 45 | 混凝土 | 样品采集 | PN-EN 12350-1:2019-07 | ||
| 46 | Fresh concrete mixes | 密度 | PN-EN 12350-6:2019-08 | ||
| 47 | Fresh concrete mixes | Consistency Slump method | PN-EN 12350-2:2019-07 | ||
| 48 | Fresh concrete mixes | Air content Pressure gauge method | PN-EN 12350-7:2019-08 | ||
| 49 | Fresh concrete mixes | 样品采集 | PN-EN 12350-1:2019-07 | ||
| 50 | Concrete kerb units | 吸水率 | PN-EN 1340:2004 Załącznik E PN-EN 1340:2004/AC:2007 | ||
| 51 | 路面 | Thickness Range: up to 500 mm | PN-EN 12697-36:2022-09 | ||
| 52 | 路面 | Longitudinal profiles (unevenness) Range: (0 – 20) cm Method: Profilometric inertial-type device – laser profilograph International Roughness Index IRI (calculated) | PN-EN 13036-6:2008 Rozporządzenie Ministra Transportu i Gospodarki Morskiej z dnia 02.03.1999 r. | nr 43 | enie Ministra Infrastruktury i Rozwoju z dnia 17.02.2015 r. (Dz. U. 2015 r. poz. 329) Rozporządzenie Ministra Infrastruktury z dnia 1.08.2019 (Dz. U. 2019 poz. 1643) | ||
| 53 | 路面 | 样品采集 | PN-EN 12697-27:2017-07 p. 4.7 | ||
| 54 | 混凝土 | Compressive strength Force range: (100 – 3000) kN | PN-EN 12390-3:2019-07 DIN EN 12390-3:2019-10 | ||
| 55 | Fresh concrete mixes | Consistence Flow table method | PN-EN 12350-5:2019-08 DIN EN 12350-5:2019-09 | ||
| 56 | Fresh concrete mixes | Consistency Slump method | PN-EN 12350-2:2019-07 DIN EN 12350-2:2019-09 | ||
| 57 | Fresh concrete mixes | 样品采集 | PN-EN 12350-1:2019-07 DIN EN 12350-1:2019-09 | ||
引用标准 (57)
BN-77/8931-12
Instrukcja laboratoryjnego badania sczepności międzywarstwowej warstw asfaltowych wg metody Leutnera i wymagania techniczne sczepności
PKN-CEN/TS 12390-9:2007 p.5 PKN-CEN/TS 12390-9:2017 p.5
PN-60/B-04493
PN-88/B-04481 p. 4.4
PN-88/B-04481 p. 5.1
PN-88/B-04481 p. 5.2.7
PN-88/B-04481 p.8
PN-88/B-06250 p. 5.2
PN-88/B-06250 p. 5.3 PN-B-06265:2022-08 zał. N PN-B-06265:2022-08/Az1:2025-08 zał. N
PN-88/B-06250 p. 5.4
PN-EN 1097-1:2024-05 (z wyłączeniem załącznika D i E)
PN-EN 1097-2:2020-09
PN-EN 1097-5:2008
PN-EN 1097-6:2022-07 p. 8
PN-EN 12350-1:2019-07
PN-EN 12350-1:2019-07 DIN EN 12350-1:2019-09
PN-EN 12350-2:2019-07
PN-EN 12350-2:2019-07 DIN EN 12350-2:2019-09
PN-EN 12350-5:2019-08 DIN EN 12350-5:2019-09
PN-EN 12350-6:2019-08
PN-EN 12350-7:2019-08
PN-EN 12390-3:2019-07 DIN EN 12390-3:2019-10
PN-EN 12390-3:2019-07 PN-88/B-06250 p. 5.1
PN-EN 12390-5:2019-08
PN-EN 12390-8:2019-08
PN-EN 12697-12:2018-08
PN-EN 12697-1:2020-08 p. B.1.7
PN-EN 12697-20:2020-07
PN-EN 12697-22+A1:2024-05
PN-EN 12697-27:2017-07 p. 4.7
PN-EN 12697-36:2022-09
PN-EN 12697-48:2022-04 p. 7
PN-EN 12697-5:2019-01
PN-EN 12697-6:2020-07
PN-EN 13036-6:2008 Rozporządzenie Ministra Transportu i Gospodarki Morskiej z dnia 02.03.1999 r.
PN-EN 13286-2:2010 PN-EN 13286-2:2010/AC:2014-07
PN-EN 13286-47:2022-04
PN-EN 13398:2017-12
PN-EN 1340:2004 Załącznik E PN-EN 1340:2004/AC:2007
PN-EN 1367-1:2007
PN-EN 1367-6:2008
PN-EN 1426:2025-02
PN-EN 1427:2015-08
PN-EN 1744-1+A1:2013-05 p.15.1
PN-EN 932-1:1999 p. 8.8
PN-EN 933-1:2012
PN-EN 933-1:2012 PN-EN-12697-2:2025-06
PN-EN 933-3:2012
PN-EN 933-4:2008
PN-EN 933-6:2023-06
PN-EN 933-8+A1:2015-07
PN-EN 933-9:2022-07
PN-S-02205:1998 zał. B
Procedura Badawcza GDDKiA PB/1/18 Marzec 2022
enie Ministra Infrastruktury i Rozwoju z dnia 17.02.2015 r. (Dz. U. 2015 r. poz. 329) Rozporządzenie Ministra Infrastruktury z dnia 1.08.2019 (Dz. U. 2019 poz. 1643)
nr 43