🇵🇱 TPA Sp. z o.o. PL
建筑水与废水
TPA Sp. z o.o. 是由 PCA 认可的实验室,认可编号 AB 937(Pruszków,波兰)。认可范围涵盖 125 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 E、Bituminous mixtures E、Concrete E、Fillers E。最常用的技术:Leutner method、Los Angeles method、重量法。
要点速览
- 认可编号: PCA AB 937
- 认可范围内方法数: 125
- 检测对象种类: 16
- 所用技术数: 25
- 城市: Pruszków, 波兰
- 认可编号
- AB 937
- 认可机构
- PCA
- 地址
- ul. Parzniewska 8, 05-800 Pruszków
- 城市
- Pruszków, 波兰
该实验室检测什么 (16)
- 骨料 E — 55 项方法
- Bituminous mixtures E — 28 项方法
- Concrete E — 8 项方法
- Fillers E — 6 项方法
- Fresh concrete E — 6 项方法
- Bitumens and bituminous binders E — 5 项方法
- Aggregates / Concrete E — 3 项方法
- Cements E — 3 项方法
- Concrete - Core drillings E — 2 项方法
- Paving blocks E — 2 项方法
- Road pavements E — 2 项方法
- Concrete kerbs E — 1 项方法
- Concrete paving flags E — 1 项方法
- Natural stone and natural stone products E — 1 项方法
- 混凝土 — 1 项方法
- 另有 1 项
所用检测技术 (25)
- Leutner method — 3 项方法
- Los Angeles method — 3 项方法
- 重量法 — 3 项方法
- 2PB-TR method — 2 项方法
- Accelerated bar method — 2 项方法
- Beaker method — 2 项方法
- Method A — 2 项方法
- Ring and ball method — 2 项方法
- Rotating bottle method — 2 项方法
- 压力计法 — 2 项方法
- 坍落度法 — 2 项方法
- Air jet sieving method — 1 项方法
- Delta ring and ball method — 1 项方法
- Long-term bar method — 1 项方法
- Marshall method — 1 项方法
- 另有 10 项
认可范围 — 项检测方法 (125)
| 序号 | 检测对象 | 方法 / 参数 | 技术 | 依据文件 | |
|---|---|---|---|---|---|
| 检测方法 | |||||
| 1 | 骨料 E | 粒度分布 范围 (0 – 90) mm |
PN-EN 933-1 | ||
| 2 | 骨料 E | 水分含量 | PN-EN 1097-5 | ||
| 3 | 骨料 E | Flakiness index | PN-EN 933-3 | ||
| 4 | 骨料 E | Shape index | PN-EN 933-4 | ||
| 5 | 骨料 E | Resistance to fragmentation | Los Angeles method | PN-EN 1097-2 | |
| 6 | 骨料 E | 密度 | PN-EN 1097-6 | ||
| 7 | 骨料 E | 吸水率 | PN-EN 1097-6 | ||
| 8 | 骨料 E | Bulk density | PN-EN 1097-3 | ||
| 9 | 骨料 E | Content of particles with crushed or broken surfaces 范围 (4 − 63) mm |
PN-EN 933-5 | ||
| 10 | 骨料 E | Light contaminants | PN-EN 1744-1 | ||
| 11 | 骨料 E | 砂当量 | PN-EN 933-8 | ||
| 12 | 骨料 E | Fines content – methylene blue test | PN-EN 933-9 | ||
| 13 | 骨料 E | Flow coefficient of fine aggregate | PN-EN 933-6 | ||
| 14 | 骨料 E | Frost resistance in water 范围 (10/20) cykli |
PN-EN 1367-1 | ||
| 15 | 骨料 E | Frost resistance in the presence of salt | PN-EN 1367-6 | ||
| 16 | 骨料 E | Simplified petrographic description | PN-EN 932-3 | ||
| 17 | 骨料 E | Presence of humus | 目视法 | PN-EN 1744-1 | |
| 18 | 骨料 E | 全硫含量 范围 (0,01 – 5,0) % |
重量法 | PN-EN 1744-1 | |
| 19 | 骨料 E | Content of acid-soluble sulphates as SO3 范围 (0,01 – 5,0) % |
重量法 | PN-EN 1744-1 | |
| 20 | 骨料 E | Potential alkali reactivity | 重量法 | PN-B-06714-46 | |
| 21 | 骨料 E | Alkali reactivity | Accelerated bar method | Procedura Badawcza GDDKiA PB/1/18 | |
| 22 | 骨料 E | 样品采集 | PN-EN 932-1 | ||
| 23 | Fillers E | 级配 | Air jet sieving method | PN-EN 933-10 | |
| 24 | Fillers E | Particle density | PN-EN 1097-7 | ||
| 25 | Fillers E | Void space | PN-EN 1097-4 | ||
| 26 | Fillers E | Increase in softening point of the filler-bitumen mixture | Delta ring and ball method | PN-EN 13179-1 | |
| 27 | Fillers E | Solubility in water | PN-EN 1744-1 | ||
| 28 | Fillers E | Bitumen number | PN-EN 13179-2 | ||
| 29 | 骨料 | Water-soluble chloride content | PN-EN 1744-1+A1:2013-05 pkt 7 | ||
| 30 | Bituminous mixtures E | Soluble binder content 范围 (2 − 10) % |
PN-EN 12697-1 | ||
| 31 | Bituminous mixtures E | Density in water | Method A | PN-EN 12697-5 | |
| 32 | Bituminous mixtures E | 堆积密度 | Method A, B, C, D | PN-EN 12697-6 | |
| 33 | Bituminous mixtures E | Susceptibility to deformation | Method: - wheel tracking by method B (in air), small device - large device | PN-EN 12697-22 | |
| 34 | Bituminous mixtures E | Water sensitivity | Method: A | PN-EN 12697-12 | |
| 35 | Bituminous mixtures E | 粒度分布 范围 (0 – 31,5) mm |
PN-EN 12697-2 | PN-EN 933-1 | ||
| 36 | Bituminous mixtures E | Binder drainage | Beaker method | PN-EN 12697-18 | |
| 37 | Bituminous mixtures E | Permanent deformation on cubic specimens | PN-EN 12697-20 | ||
| 38 | Bituminous mixtures E | Particle loss | PN-EN 12697-17 | ||
| 39 | Bituminous mixtures E | Stability and settlement | Marshall method | PN-EN 12697-34 | |
| 40 | Bituminous mixtures E | Stiffness 范围 (100 – 30 000) MPa |
Method: IT-CY | PN-EN 12697-26 | |
| 41 | Bituminous mixtures E | Four-point bending test on prismatic specimens (4 PB-PR method) 范围 (500 − 35 000) MPa |
PN-EN 12697-26 | ||
| 42 | Bituminous mixtures E | Stiffness, Two-point bending test on trapezoidal specimens | 2PB-TR method | PN-EN 12697-26 | |
| 43 | Bituminous mixtures E | Fatigue resistance, Two-point bending test on trapezoidal specimens | 2PB-TR method | PN-EN 12697-24 | |
| 44 | Bituminous mixtures E | Affinity between aggregate and bitumen | Rotating bottle method | PN-EN 12697-11 | |
| 45 | Bituminous mixtures E | Interlayer bond strength | Leutner method | Zeszyt 66 IBDiM z 2004 r. Załącznik do zaleceń ”Metoda oznaczania wytrzymałości na ścinanie połączenia warstw asfaltowych” | |
| 46 | Bituminous mixtures E | Interlayer bond strength | Leutner method | Instrukcja laboratoryjnego badania sczepności międzywarstwowej warstw asfaltowych wg metody Leutnera i wymagania techniczne sczepności, wyd. Politechnika Gdańska | |
| 47 | Bituminous mixtures E | 样品采集 | PN-EN 12697-27 | ||
| 48 | Bitumens and bituminous binders E | Needle penetration | PN-EN 1426 | ||
| 49 | Bitumens and bituminous binders E | Softening point 范围 (28 − 150) oC |
Ring and ball method | PN-EN 1427 | |
| 50 | Bitumens and bituminous binders E | Elastic recovery of modified bitumens | PN-EN 13398 | ||
| 51 | Road pavements E | 厚度 范围 (0 − 500) mm |
PN-EN 12697-36 | ||
| 52 | Paving blocks E | 劈裂抗拉强度 力值范围 (60 − 3000) kN |
PN-EN 1338 | ||
| 53 | Paving blocks E | 吸水率 | PN-EN 1338 | ||
| 54 | Concrete paving flags E | 吸水率 | PN-EN 1339 | ||
| 55 | Concrete kerbs E | 吸水率 | PN-EN 1340 | ||
| 56 | Concrete E | 抗压强度 力值范围 (60 − 3000) kN |
PN-EN 12390-3 | ||
| 57 | Concrete E | 压力水渗透深度 | PN-EN 12390-8 | ||
| 58 | Concrete E | 抗弯强度 力值范围 (10,00 − 200,00) kN |
PN-EN 12390-5 | ||
| 59 | Concrete E | 劈裂抗拉强度 力值范围 (100,00 − 3000,00) kN |
PN-EN 12390-6 | ||
| 60 | Concrete E | 抗冻性 | PN-B-06265 | ||
| 61 | Concrete - Core drillings E | 抗压强度 力值范围 (60 – 3000) kN |
PN-EN 12504-1 | ||
| 62 | Concrete - Core drillings E | 样品采集 | PN-EN 12504-1 | ||
| 63 | Fresh concrete E | 稠度 范围 (10 − 210) mm |
坍落度法 | PN-EN 12350-2 | |
| 64 | Fresh concrete E | 含气量 范围 (0,1 − 10,0) % |
压力计法 | PN-EN 12350-7 | |
| 65 | Fresh concrete E | 样品采集 | PN-EN 12350-1 | ||
| 66 | Cements E | Standard consistence and setting times | PN-EN 196-3 | ||
| 67 | Cements E | Soundness of cement | PN-EN 196-3 | ||
| 68 | Cements E | Flexural and compressive strength of prisms of standard mortar 力值范围 (10 – 200) kN |
PN-EN 196-1 | ||
| 69 | 混凝土 | Freeze-thaw resistance in the presence of de-icing salts | PN-B-06265:2022-08 Załącznik O | ||
| 70 | Fresh concrete E | 稠度 范围 (10 − 210) mm |
坍落度法 | PN-EN 12350-2 | |
| 71 | Fresh concrete E | 含气量 范围 (0,1 − 10,0) % |
压力计法 | PN-EN 12350-7 | |
| 72 | Fresh concrete E | 样品采集 | PN-EN 12350-1 | ||
| 73 | Concrete E | 抗压强度 力值范围 (100 – 1800) kN |
PN-EN 12390-3 | ||
| 74 | Concrete E | 抗弯强度 力值范围 (5 – 100) kN |
PN-EN 12390-5 | ||
| 75 | Concrete E | 劈裂抗拉强度 力值范围 (100 − 1800) kN |
PN-EN 12390-6 | ||
| 76 | Aggregates / Concrete E | Alkali reactivity | Accelerated bar method | Procedura Badawcza GDDKiA PB/1/18 | |
| 77 | Aggregates / Concrete E | Alkali reactivity | Long-term bar method | Procedura Badawcza GDDKiA PB/2/18 | |
| 78 | Aggregates / Concrete E | Petrographic analysis of aggregate for concrete with regard to alkali reactivity | Procedura Badawcza GDDKiA PB/3/18 p. 3 | ||
| 79 | Natural stone and natural stone products E | Petrographic analysis | PN-EN 12407:2019-07 | ||
| 80 | 骨料 E | 粒度分布 范围 (0 − 90) mm |
PN-EN 933-1 | ||
| 81 | 骨料 E | 水分含量 | PN-EN 1097-5 | ||
| 82 | 骨料 E | Flakiness index | PN-EN 933-3 | ||
| 83 | 骨料 E | Shape index | PN-EN 933-4 | ||
| 84 | 骨料 E | Resistance to fragmentation | Los Angeles method | PN-EN 1097-2 | |
| 85 | 骨料 E | 密度 | PN-EN 1097-6 | ||
| 86 | 骨料 E | 吸水率 | PN-EN 1097-6 | ||
| 87 | 骨料 E | Fines content – methylene blue test | PN-EN 933-9 | ||
| 88 | 骨料 E | 砂当量 | PN-EN 933-8 | ||
| 89 | 骨料 E | Bulk density | PN-EN 1097-3 | ||
| 90 | 骨料 E | Flow coefficient of fine aggregate | PN-EN 933-6 | ||
| 91 | 骨料 E | Optimum moisture content 范围 (2 − 20) % Maksymalna gęstość objętościowa szkieletu gruntowego 范围 (1,400 − 3,000) g/cm3 |
Proctor method | PN-EN 13286-2 | |
| 92 | 骨料 E | California bearing ratio (CBR) 力值范围 (2 − 50) kN |
PN-EN 13286-47 | ||
| 93 | 骨料 E | 样品采集 | PN-EN 932-1 | ||
| 94 | Bituminous mixtures E | Density in water 范围 (2,200 – 3,300) Mg/m3 |
Method A | PN-EN 12697-5 | |
| 95 | Bituminous mixtures E | Permanent deformation on cubic specimens 范围 (1 – 25) mm |
Punch loading method | PN-EN 12697-20 | |
| 96 | Bituminous mixtures E | Susceptibility to deformation under load | Wheel tracking method, method B (in air), small device | PN-EN 12697-22 | |
| 97 | Bituminous mixtures E | Soluble binder content 范围 (2 – 10) % |
PN-EN 12697-1 | ||
| 98 | Bituminous mixtures E | 堆积密度 | Method B | PN-EN 12697-6 | |
| 99 | Bituminous mixtures E | 粒度分布 范围 (0 – 31,5) mm |
PN-EN 12697-2 | PN-EN 933-1 | ||
| 100 | Bituminous mixtures E | Binder drainage | Beaker method | PN-EN 12697-18 | |
| 101 | Bituminous mixtures E | Affinity between aggregate and bitumen | Rotating bottle method | PN-EN 12697-11 | |
| 102 | Bituminous mixtures E | 样品采集 | PN-EN 12697-27 | ||
| 103 | Bitumens and bituminous binders E | Needle penetration | PN-EN 1426 | ||
| 104 | Bitumens and bituminous binders E | Softening point 范围 (28 – 150) °C |
Ring and ball method | PN-EN 1427 | |
| 105 | Road pavements E | 厚度 范围 (0 – 500) mm |
PN-EN 12697-36 | ||
| 106 | Bituminous mixtures E | Interlayer bond strength | Leutner method | Instrukcja laboratoryjnego badania sczepności międzywarstwowej warstw asfaltowych wg metody Leutnera i wymagania techniczne sczepności, wyd. Politechnika Gdańska, 31.08.2014 r. Zeszyt 66 IBDiM z 2004 r. Załącznik do zaleceń ILBSMWA wg metody Leutnera | |
| 107 | 骨料 E | 粒度分布 范围 (0 – 90) mm |
PN-EN 933-1 | ||
| 108 | 骨料 E | 水分含量 | PN-EN 1097-5 | ||
| 109 | 骨料 E | Flakiness index | PN-EN 933-3 | ||
| 110 | 骨料 E | Shape index | PN-EN 933-4 | ||
| 111 | 骨料 E | Frost resistance in water 范围 (10/20) cykli |
PN-EN 1367-1 | ||
| 112 | 骨料 E | Frost resistance in the presence of salt | PN-EN 1367-6 | ||
| 113 | 骨料 E | Resistance to fragmentation | Los Angeles method | PN-EN 1097-2 | |
| 114 | 骨料 E | 耐磨性 | Micro-Deval method | PN-EN 1097-1 | |
| 115 | 骨料 E | Particle density | PN-EN 1097-6 | ||
| 116 | 骨料 E | 吸水率 | PN-EN 1097-6 | ||
| 117 | 骨料 E | Bulk density | PN-EN 1097-3 | ||
| 118 | 骨料 E | Content of particles with crushed or broken surfaces 范围 (4 − 63) mm |
PN-EN 933-5 | ||
| 119 | 骨料 E | Light contaminants | PN-EN 1744-1 | ||
| 120 | 骨料 E | 砂当量 | PN-EN 933-8 | ||
| 121 | 骨料 E | Fines content – methylene blue test | PN-EN 933-9 | ||
| 122 | 骨料 E | Flow coefficient of fine aggregate | PN-EN 933-6 | ||
| 123 | 骨料 E | Simplified petrographic description | PN-EN 932-3 | ||
| 124 | 骨料 E | Sunscald | PN-EN 1367-3 | ||
| 125 | 骨料 E | 样品采集 | PN-EN 932-1 | ||
引用标准 (67)
Instrukcja laboratoryjnego badania sczepności międzywarstwowej warstw asfaltowych wg metody Leutnera i wymagania techniczne sczepności, wyd. Politechnika Gdańska
Instrukcja laboratoryjnego badania sczepności międzywarstwowej warstw asfaltowych wg metody Leutnera i wymagania techniczne sczepności, wyd. Politechnika Gdańska, 31.08.2014 r. Zeszyt 66 IBDiM z 2004 r. Załącznik do zaleceń ILBSMWA wg metody Leutnera
PN-B-06265
PN-B-06265:2022-08 Załącznik O
PN-B-06714-46
PN-EN 1097-1
PN-EN 1097-2
PN-EN 1097-3
PN-EN 1097-4
PN-EN 1097-5
PN-EN 1097-6
PN-EN 1097-7
PN-EN 12350-1
PN-EN 12350-2
PN-EN 12350-7
PN-EN 12390-3
PN-EN 12390-5
PN-EN 12390-6
PN-EN 12390-8
PN-EN 12407:2019-07
PN-EN 12504-1
PN-EN 12697-1
PN-EN 12697-11
PN-EN 12697-12
PN-EN 12697-17
PN-EN 12697-18
PN-EN 12697-2
PN-EN 12697-20
PN-EN 12697-22
PN-EN 12697-24
PN-EN 12697-26
PN-EN 12697-27
PN-EN 12697-34
PN-EN 12697-36
PN-EN 12697-5
PN-EN 12697-6
PN-EN 13179-1
PN-EN 13179-2
PN-EN 13286-2
PN-EN 13286-47
PN-EN 1338
PN-EN 1339
PN-EN 13398
PN-EN 1340
PN-EN 1367-1
PN-EN 1367-3
PN-EN 1367-6
PN-EN 1426
PN-EN 1427
PN-EN 1744-1
PN-EN 1744-1+A1:2013-05 pkt 7
PN-EN 196-1
PN-EN 196-3
PN-EN 932-1
PN-EN 932-3
PN-EN 933-1
PN-EN 933-10
PN-EN 933-3
PN-EN 933-4
PN-EN 933-5
PN-EN 933-6
PN-EN 933-8
PN-EN 933-9
Procedura Badawcza GDDKiA PB/1/18
Procedura Badawcza GDDKiA PB/2/18
Procedura Badawcza GDDKiA PB/3/18 p. 3
Zeszyt 66 IBDiM z 2004 r. Załącznik do zaleceń ”Metoda oznaczania wytrzymałości na ścinanie połączenia warstw asfaltowych”