🇵🇱 TPA Sp. z o.o. PL
ConstructionWater & wastewater
TPA Sp. z o.o. is a laboratory accredited by PCA under number AB 937 (Pruszków, Poland). Its accreditation scope covers 125 test methods in the following areas: Construction, Water & wastewater. Test objects include: Aggregates E, Bituminous mixtures E, Concrete E, Fillers E. Most frequently used techniques: Gravimetric method, Leutner method, Los Angeles method.
At a glance
- Accreditation number: PCA AB 937
- Methods in scope: 125
- Types of test objects: 16
- Techniques used: 25
- City: Pruszków, Poland
- Accreditation number
- AB 937
- Accreditation body
- PCA
- Address
- ul. Parzniewska 8, 05-800 Pruszków
- City
- Pruszków, Poland
What this laboratory tests (16)
- Aggregates E — 55 methods
- Bituminous mixtures E — 28 methods
- Concrete E — 8 methods
- Fillers E — 6 methods
- Fresh concrete E — 6 methods
- Bitumens and bituminous binders E — 5 methods
- Aggregates / Concrete E — 3 methods
- Cements E — 3 methods
- Concrete - Core drillings E — 2 methods
- Paving blocks E — 2 methods
- Road pavements E — 2 methods
- Aggregates — 1 method
- Concrete — 1 method
- Concrete kerbs E — 1 method
- Concrete paving flags E — 1 method
- and 1 more
Analytical techniques used (25)
- Gravimetric method — 3 methods
- Leutner method — 3 methods
- Los Angeles method — 3 methods
- 2PB-TR method — 2 methods
- Accelerated bar method — 2 methods
- Beaker method — 2 methods
- Method A — 2 methods
- Pressure gauge method — 2 methods
- Ring and ball method — 2 methods
- Rotating bottle method — 2 methods
- Slump test method — 2 methods
- Air jet sieving method — 1 method
- Delta ring and ball method — 1 method
- Long-term bar method — 1 method
- Marshall method — 1 method
- and 10 more
Accreditation scope — test methods (125)
| No. | Test object | Methodology / Parameters | Technique | Reference document | |
|---|---|---|---|---|---|
| Test methods | |||||
| 1 | Aggregates E | Particle size distribution Range (0 – 90) mm |
PN-EN 933-1 | ||
| 2 | Aggregates E | Water content | PN-EN 1097-5 | ||
| 3 | Aggregates E | Flakiness index | PN-EN 933-3 | ||
| 4 | Aggregates E | Shape index | PN-EN 933-4 | ||
| 5 | Aggregates E | Resistance to fragmentation | Los Angeles method | PN-EN 1097-2 | |
| 6 | Aggregates E | Density | PN-EN 1097-6 | ||
| 7 | Aggregates E | Water absorption | PN-EN 1097-6 | ||
| 8 | Aggregates E | Bulk density | PN-EN 1097-3 | ||
| 9 | Aggregates E | Content of particles with crushed or broken surfaces Range (4 − 63) mm |
PN-EN 933-5 | ||
| 10 | Aggregates E | Light contaminants | PN-EN 1744-1 | ||
| 11 | Aggregates E | Sand equivalent value | PN-EN 933-8 | ||
| 12 | Aggregates E | Fines content – methylene blue test | PN-EN 933-9 | ||
| 13 | Aggregates E | Flow coefficient of fine aggregate | PN-EN 933-6 | ||
| 14 | Aggregates E | Frost resistance in water Range (10/20) cykli |
PN-EN 1367-1 | ||
| 15 | Aggregates E | Frost resistance in the presence of salt | PN-EN 1367-6 | ||
| 16 | Aggregates E | Simplified petrographic description | PN-EN 932-3 | ||
| 17 | Aggregates E | Presence of humus | Visual method | PN-EN 1744-1 | |
| 18 | Aggregates E | Total sulfur content Range (0,01 – 5,0) % |
Gravimetric method | PN-EN 1744-1 | |
| 19 | Aggregates E | Content of acid-soluble sulphates as SO3 Range (0,01 – 5,0) % |
Gravimetric method | PN-EN 1744-1 | |
| 20 | Aggregates E | Potential alkali reactivity | Gravimetric method | PN-B-06714-46 | |
| 21 | Aggregates E | Alkali reactivity | Accelerated bar method | Procedura Badawcza GDDKiA PB/1/18 | |
| 22 | Aggregates E | Sampling | PN-EN 932-1 | ||
| 23 | Fillers E | Grading | 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 | Aggregates | Water-soluble chloride content | PN-EN 1744-1+A1:2013-05 pkt 7 | ||
| 30 | Bituminous mixtures E | Soluble binder content Range (2 − 10) % |
PN-EN 12697-1 | ||
| 31 | Bituminous mixtures E | Density in water | Method A | PN-EN 12697-5 | |
| 32 | Bituminous mixtures E | Bulk density | 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 | Particle size distribution Range (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 Range (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) Range (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 | Sampling | PN-EN 12697-27 | ||
| 48 | Bitumens and bituminous binders E | Needle penetration | PN-EN 1426 | ||
| 49 | Bitumens and bituminous binders E | Softening point Range (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 | Thickness Range (0 − 500) mm |
PN-EN 12697-36 | ||
| 52 | Paving blocks E | Splitting tensile strength Force range (60 − 3000) kN |
PN-EN 1338 | ||
| 53 | Paving blocks E | Water absorption | PN-EN 1338 | ||
| 54 | Concrete paving flags E | Water absorption | PN-EN 1339 | ||
| 55 | Concrete kerbs E | Water absorption | PN-EN 1340 | ||
| 56 | Concrete E | Compressive strength Force range (60 − 3000) kN |
PN-EN 12390-3 | ||
| 57 | Concrete E | Depth of penetration of water under pressure | PN-EN 12390-8 | ||
| 58 | Concrete E | Flexural strength Force range (10,00 − 200,00) kN |
PN-EN 12390-5 | ||
| 59 | Concrete E | Splitting tensile strength Force range (100,00 − 3000,00) kN |
PN-EN 12390-6 | ||
| 60 | Concrete E | Resistance to freezing | PN-B-06265 | ||
| 61 | Concrete - Core drillings E | Compressive strength Force range (60 – 3000) kN |
PN-EN 12504-1 | ||
| 62 | Concrete - Core drillings E | Sampling | PN-EN 12504-1 | ||
| 63 | Fresh concrete E | Consistency Range (10 − 210) mm |
Slump test method | PN-EN 12350-2 | |
| 64 | Fresh concrete E | Air content Range (0,1 − 10,0) % |
Pressure gauge method | PN-EN 12350-7 | |
| 65 | Fresh concrete E | Sampling | 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 Force range (10 – 200) kN |
PN-EN 196-1 | ||
| 69 | Concrete | Freeze-thaw resistance in the presence of de-icing salts | PN-B-06265:2022-08 Załącznik O | ||
| 70 | Fresh concrete E | Consistency Range (10 − 210) mm |
Slump test method | PN-EN 12350-2 | |
| 71 | Fresh concrete E | Air content Range (0,1 − 10,0) % |
Pressure gauge method | PN-EN 12350-7 | |
| 72 | Fresh concrete E | Sampling | PN-EN 12350-1 | ||
| 73 | Concrete E | Compressive strength Force range (100 – 1800) kN |
PN-EN 12390-3 | ||
| 74 | Concrete E | Flexural strength Force range (5 – 100) kN |
PN-EN 12390-5 | ||
| 75 | Concrete E | Splitting tensile strength Force range (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 | Aggregates E | Particle size distribution Range (0 − 90) mm |
PN-EN 933-1 | ||
| 81 | Aggregates E | Water content | PN-EN 1097-5 | ||
| 82 | Aggregates E | Flakiness index | PN-EN 933-3 | ||
| 83 | Aggregates E | Shape index | PN-EN 933-4 | ||
| 84 | Aggregates E | Resistance to fragmentation | Los Angeles method | PN-EN 1097-2 | |
| 85 | Aggregates E | Density | PN-EN 1097-6 | ||
| 86 | Aggregates E | Water absorption | PN-EN 1097-6 | ||
| 87 | Aggregates E | Fines content – methylene blue test | PN-EN 933-9 | ||
| 88 | Aggregates E | Sand equivalent value | PN-EN 933-8 | ||
| 89 | Aggregates E | Bulk density | PN-EN 1097-3 | ||
| 90 | Aggregates E | Flow coefficient of fine aggregate | PN-EN 933-6 | ||
| 91 | Aggregates E | Optimum moisture content Range (2 − 20) % Maximum dry density of soil Range (1,400 − 3,000) g/cm3 |
Proctor method | PN-EN 13286-2 | |
| 92 | Aggregates E | California bearing ratio (CBR) Force range (2 − 50) kN |
PN-EN 13286-47 | ||
| 93 | Aggregates E | Sampling | PN-EN 932-1 | ||
| 94 | Bituminous mixtures E | Density in water Range (2,200 – 3,300) Mg/m3 |
Method A | PN-EN 12697-5 | |
| 95 | Bituminous mixtures E | Permanent deformation on cubic specimens Range (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 Range (2 – 10) % |
PN-EN 12697-1 | ||
| 98 | Bituminous mixtures E | Bulk density | Method B | PN-EN 12697-6 | |
| 99 | Bituminous mixtures E | Particle size distribution Range (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 | Sampling | PN-EN 12697-27 | ||
| 103 | Bitumens and bituminous binders E | Needle penetration | PN-EN 1426 | ||
| 104 | Bitumens and bituminous binders E | Softening point Range (28 – 150) °C |
Ring and ball method | PN-EN 1427 | |
| 105 | Road pavements E | Thickness Range (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 | Aggregates E | Particle size distribution Range (0 – 90) mm |
PN-EN 933-1 | ||
| 108 | Aggregates E | Water content | PN-EN 1097-5 | ||
| 109 | Aggregates E | Flakiness index | PN-EN 933-3 | ||
| 110 | Aggregates E | Shape index | PN-EN 933-4 | ||
| 111 | Aggregates E | Frost resistance in water Range (10/20) cykli |
PN-EN 1367-1 | ||
| 112 | Aggregates E | Frost resistance in the presence of salt | PN-EN 1367-6 | ||
| 113 | Aggregates E | Resistance to fragmentation | Los Angeles method | PN-EN 1097-2 | |
| 114 | Aggregates E | Abrasion resistance | Micro-Deval method | PN-EN 1097-1 | |
| 115 | Aggregates E | Particle density | PN-EN 1097-6 | ||
| 116 | Aggregates E | Water absorption | PN-EN 1097-6 | ||
| 117 | Aggregates E | Bulk density | PN-EN 1097-3 | ||
| 118 | Aggregates E | Content of particles with crushed or broken surfaces Range (4 − 63) mm |
PN-EN 933-5 | ||
| 119 | Aggregates E | Light contaminants | PN-EN 1744-1 | ||
| 120 | Aggregates E | Sand equivalent value | PN-EN 933-8 | ||
| 121 | Aggregates E | Fines content – methylene blue test | PN-EN 933-9 | ||
| 122 | Aggregates E | Flow coefficient of fine aggregate | PN-EN 933-6 | ||
| 123 | Aggregates E | Simplified petrographic description | PN-EN 932-3 | ||
| 124 | Aggregates E | Sunscald | PN-EN 1367-3 | ||
| 125 | Aggregates E | Sampling | PN-EN 932-1 | ||
Reference standards (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”