🇵🇱 BARG POŁUDNIE Sp. z o.o. PL
建筑水与废水
BARG POŁUDNIE Sp. z o.o. 是由 PCA 认可的实验室，认可编号 AB 804（Siemianowice Śląskie，波兰）。认可范围涵盖 70 项检测方法，涉及以下领域：建筑、水与废水。检测对象包括：混凝土、土体、Road pavements (asphalt)、骨料。最常用的技术：Driven cylinder method、Ordinary method、Method of determining sample volume from dimensions。
要点速览
- 认可编号: PCA AB 804
- 认可范围内方法数: 70
- 检测对象种类: 13
- 所用技术数: 15
- 城市: Siemianowice Śląskie, 波兰
- 认可编号
- AB 804
- 认可机构
- PCA
- 地址
- ul. Budowlana 19, 41-100 Siemianowice Śląskie
- 城市
- Siemianowice Śląskie, 波兰
该实验室检测什么 (13)
- 混凝土 — 18 项方法
- 土体 — 12 项方法
- Road pavements (asphalt) — 8 项方法
- 骨料 — 7 项方法
- 栽培基质 — 6 项方法
- 沥青混合料 — 6 项方法
- Concrete in structures — 3 项方法
- 水泥 — 3 项方法
- 混凝土拌合物 — 3 项方法
- Cement-stabilized soil — 1 项方法
- Fly ash — 1 项方法
- Products and systems for the protection and repair of concrete structures — 1 项方法
- 路面结构层 — 1 项方法
所用检测技术 (15)
- Driven cylinder method — 6 项方法
- Ordinary method — 4 项方法
- Method of determining sample volume from dimensions — 3 项方法
- Proctor method — 3 项方法
- 筛分法 — 3 项方法
- Light probe with conical tip method — 2 项方法
- Light probe with conical tip method (calculated) — 2 项方法
- Method A — 2 项方法
- Method B — 2 项方法
- VSS plate loading method — 2 项方法
- Le Chatelier method — 1 项方法
- Pull-off method — 1 项方法
- Vicat apparatus method — 1 项方法
- 压力计法 — 1 项方法
- 坍落度法 — 1 项方法
实验室部门 (3)
- Kraków Laboratory; (stationary technical activity) — 29 项方法
- Laboratory Siemianowice Śląskie; (stationary technical activity) — 14 项方法
- Laboratory Rzeszów; (stationary technical activity) — 13 项方法
实验室地点
- Laboratorium Siemianowice Śląskie — ul. Budowlana 19, 41-100 Siemianowice Śląskie
- Laboratorium Kraków — ul. Zakliki z Mydlnik 16, 30-198 Kraków
- Laboratorium Rzeszów — ul. Warszawska 139, 35-205 Rzeszów
- Laboratorium Kraków; (stacjonarna działalność techniczna) —
- Laboratorium Rzeszów; (stacjonarna działalność techniczna) —
- Laboratorium Siemianowice Śląskie; (stacjonarna działalność techniczna) —
认可范围 — 项检测方法 (70)
| 序号 | 检测对象 | 方法 / 参数 | 技术 | 依据文件 | |
|---|---|---|---|---|---|
| 检测方法 | |||||
| 1 | 混凝土拌合物 | 样品采集 | PN-EN 12350-1:2019-07 | ||
| 2 | 混凝土拌合物 | 稠度 | 坍落度法 | PN-EN 12350-2:2019-07 | |
| 3 | 混凝土拌合物 | 含气量 范围 (0 - 10) % |
压力计法 | PN-EN 12350-7:2019-08 | |
| 4 | Concrete in structures | 样品采集 | PN-EN 12504-1:2019-08 | ||
| 5 | 骨料 | 样品采集 | PN-EN 932-1:1999 p.8.8 | ||
| 6 | 土体 | Compacting degree (ld) | Light probe with conical tip method | PN-B-04452:2002 p.6 | |
| 7 | 土体 | Compaction index (Is) | Light probe with conical tip method (calculated) | PN-B-04452:2002 p.6 | |
| 8 | 栽培基质 | Deformation modulus | VSS plate loading method | PN-S 02205:1998 | |
| 9 | 栽培基质 | Compacting degree (ld) | Light probe with conical tip method | PN-B-04452:2002 p.6 | |
| 10 | 栽培基质 | Compaction index (Is) | Light probe with conical tip method (calculated) | PN-B-04452:2002 p.6 | |
| 11 | 路面结构层 | Deformation modulus 范围 (0,02-0,45) MPa |
VSS plate loading method | PN-S 02205:1998 | |
| 12 | Products and systems for the protection and repair of concrete structures | Adhesion by pull-off 范围 (0,3-16) kN |
Pull-off method | PN-EN 1542:2000 | |
| 13 | 沥青混合料 | 样品采集 | PN-EN 12697-27-2017-07 p.4.1, p.4.3 | ||
| 14 | Road pavements (asphalt) | 样品采集 | PN-EN 12697-27-2017-07 p.4.7 | ||
| Laboratory Siemianowice Śląskie; (stationary technical activity) | |||||
| 15 | 混凝土 | 抗压强度 范围 (100 – 3000) kN |
PN-EN 12390-3:2019-07 | ||
| 16 | 混凝土 | 密度 | Method of determining sample volume from dimensions | PN-EN 12390-7:2019-08 | PN-EN 12390-7:2019-08/AC:2021-01 | |
| 17 | 混凝土 | 吸水率 | PN-88/B-06250 | ||
| 18 | 混凝土 | 透水性 范围 (2 – 10) bar |
PN-88/B-06250 | ||
| 19 | 混凝土 | 抗冻性 | Ordinary method | PN-88/B-06250 | PN-B-06265:2022-08 Zał. N | |
| 20 | 骨料 | 粒度分布 范围 (0,063 – 31,5) mm |
筛分法 | PN-EN 933-1:2012 | |
| 21 | 骨料 | Dust content | PN-EN 933-1:2012 | ||
| 22 | 土体 | Optimum moisture content, Maximum dry density of the soil skeleton | Proctor method | PN-88/B-04481 p.8 | |
| 23 | 土体 | Compaction index (Is) | Driven cylinder method | PN-88/B-04481 p.5.2.6 BN-77/8931-12 p.4 | |
| 24 | 栽培基质 | Degree of compaction index (ls) | Driven cylinder method | PN-88/B-04481 p.5.2.6 BN-77/8931-12 p.4 | |
| 25 | 水泥 | 抗压强度 范围 (5-250) kN |
PN-EN 196-1:2016-07 | ||
| 26 | 水泥 | Setting time | Vicat apparatus method | PN-EN 196-3:2016-12 | |
| 27 | 水泥 | Soundness | Le Chatelier method | PN-EN 196-3:2016-12 | |
| 28 | Fly ash | Pozzolanic activity 范围 (5-250) kN |
PN-EN 450-1:2012 | PN-EN 196-1:2016-07 | ||
| Kraków Laboratory; (stationary technical activity) | |||||
| 29 | 混凝土 | 抗压强度 范围 (50 - 3000) kN |
PN-EN 12390-3:2019-07 | ||
| 30 | 混凝土 | 密度 | Method of determining sample volume from dimensions | PN-EN 12390-7:2019-08 | PN-EN 12390-7:2019-08/AC:2021-01 | |
| 31 | 混凝土 | 抗弯强度 范围 (2-135) kN |
PN-EN 12390-5:2019-08 | ||
| 32 | 混凝土 | 压力水渗透深度 | PN-EN 12390-8:2019-08 | ||
| 33 | 混凝土 | 吸水率 | PN-88/B-06250 | ||
| 34 | 混凝土 | 透水性 范围 (2 – 10) bar |
PN-88/B-06250 | ||
| 35 | 混凝土 | 抗冻性 | Ordinary method | PN-88/B-06250 | PN-B-06265:2022-08 Zał. N | |
| 36 | Concrete in structures | 抗压强度 范围 (50-3000) kN |
PN-EN 12504-1:2019-08 | ||
| 37 | Concrete in structures | 抗冻性 | Ordinary method | PN-88/B-06250 | PN-B-06265:2022-08 Zał. N | |
| 38 | 土体 | Optimum moisture content, Maximum dry density of the soil skeleton | Proctor method | PN-88/B-04481 p.8 | |
| 39 | 土体 | Compaction index (Is) | Driven cylinder method | PN-88/B-04481 p.5.2.6 BN-77/8931-12 p.4 | |
| 40 | 土体 | Sieve analysis 范围 (0,063 – 40) mm |
PN-88/B-04481 p.4.1 | ||
| 41 | 土体 | Content of the <0,063mm fraction | PN-88/B-04481 p.4.1 | ||
| 42 | Cement-stabilized soil | 抗压强度 范围 (2-150) kN |
PN-S 96012:1997 | ||
| 43 | 栽培基质 | Degree of compaction index (ls) | Driven cylinder method | PN-88/B-04481 p.5.2.6 BN-77/8931-12 p.4 | |
| 44 | 骨料 | 粒度分布 范围 (0,063 – 90) mm |
筛分法 | PN-EN 933-1:2012 | |
| 45 | 骨料 | Dust content | PN-EN 933-1:2012 | ||
| 46 | 沥青混合料 | Soluble binder content | PN-EN 12697-1:2020-08 p.B.1.7 | ||
| 47 | 沥青混合料 | 级配 | PN-EN 12697-2:2025-06 | ||
| 48 | 沥青混合料 | Density in water | Method A | PN-EN 12697-5:2019-01 | |
| 49 | 沥青混合料 | 堆积密度 | Method B | PN-EN 12697-6:2020-07 | |
| 50 | 沥青混合料 | Air void content (calculated) | PN-EN 12697-8:2019-01 p.4 | ||
| 51 | Road pavements (asphalt) | Soluble binder content | PN-EN 12697-1:2020-08 p.B.1.7 | ||
| 52 | Road pavements (asphalt) | 级配 | PN-EN 12697-2:2025-06 | ||
| 53 | Road pavements (asphalt) | Density in water | Method A | PN-EN 12697-5:2019-01 | |
| 54 | Road pavements (asphalt) | 堆积密度 | Method B | PN-EN 12697-6:2020-07 | |
| 55 | Road pavements (asphalt) | Air void content (calculated) | PN-EN 12697-8:2019-01 p.4 | ||
| 56 | Road pavements (asphalt) | Layer compaction index (calculated) | PN-EN 13108-20:2016-07 Zał. C.4 | ||
| 57 | Road pavements (asphalt) | Layer thickness | PN-EN 12697-36:2022-09 p.6.1 | ||
| Laboratory Rzeszów; (stationary technical activity) | |||||
| 58 | 混凝土 | 抗压强度 范围 (200-3000) kN |
PN-EN 12390-3:2019-07 | ||
| 59 | 混凝土 | 密度 | Method of determining sample volume from dimensions | PN-EN 12390-7:2019-08 | PN-EN 12390-7:2019-08/AC:2021-01 | |
| 60 | 混凝土 | 压力水渗透深度 | PN-EN 12390-8:2019-08 | ||
| 61 | 混凝土 | 吸水率 | PN-88/B-06250 | ||
| 62 | 混凝土 | 透水性 范围 (2 – 10) bar |
PN-88/B-06250 | ||
| 63 | 混凝土 | 抗冻性 | Ordinary method | PN-88/B-06250 | PN-B-06265:2022-08 Zał. N | |
| 64 | 骨料 | 粒度分布 范围 (0,063 – 63) mm |
筛分法 | PN-EN 933-1:2012 | |
| 65 | 骨料 | Dust content | PN-EN 933-1:2012 | ||
| 66 | 土体 | Sieve analysis 范围 (0,063-40) mm |
PN-88/B-04481 p.4.1 | ||
| 67 | 土体 | Content of the <0,063mm fraction | PN-88/B-04481 p.4.1 | ||
| 68 | 土体 | Optimum moisture content, Maximum dry density of the soil skeleton | Proctor method | PN-88/B-04481 p.8 | |
| 69 | 土体 | Compaction index (Is) | Driven cylinder method | PN-88/B-04481 p.5.2.6 BN-77/8931-12 p.4 | |
| 70 | 栽培基质 | Degree of compaction index (ls) | Driven cylinder method | PN-88/B-04481 p.5.2.6 BN-77/8931-12 p.4 | |
引用标准 (32)
PN-88/B-04481 p.4.1
PN-88/B-04481 p.5.2.6 BN-77/8931-12 p.4
PN-88/B-04481 p.8
PN-88/B-06250
PN-B-04452:2002 p.6
PN-B-06265:2022-08 Zał. N
PN-EN 12350-1:2019-07
PN-EN 12350-2:2019-07
PN-EN 12350-7:2019-08
PN-EN 12390-3:2019-07
PN-EN 12390-5:2019-08
PN-EN 12390-7:2019-08
PN-EN 12390-7:2019-08/AC:2021-01
PN-EN 12390-8:2019-08
PN-EN 12504-1:2019-08
PN-EN 12697-1:2020-08 p.B.1.7
PN-EN 12697-27-2017-07 p.4.1, p.4.3
PN-EN 12697-27-2017-07 p.4.7
PN-EN 12697-2:2025-06
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 Zał. C.4
PN-EN 1542:2000
PN-EN 196-1:2016-07
PN-EN 196-3:2016-12
PN-EN 450-1:2012
PN-EN 932-1:1999 p.8.8
PN-EN 933-1:2012
PN-S 02205:1998
PN-S 96012:1997