a) Material characterisation
With our qualified personnel and accredited laboratories, we are able to perform extensive analysis of numerous substances for you, including the chemical and mineralogical composition of cements and the raw materials and constituents of these, as well as of other binders, right down to trace level.
You can rely on the experience we have gained from performing more than 50,000 analyses per year on the following for example:
- Cements and constituents such as clinker, limestone, blast furnace slag, trass, fly ash, burnt shale and clay, silica fume; sulphate agents, e.g. gypsum, anhydrite; raw meal; kiln dust
- Mineral raw materials, e.g. clays, marl
- Lime and lime products
- Admixtures and additives for concrete and mortar, pigments
- Fossil and alternative fuels
- Aqueous solutions, e.g. eluates of concretes and mortars
Physical analyses | |
Service | Method |
Bulk density | EN 459-2 |
Water demand | EN 196-3 |
Water retention | EN 413-2 |
Penetrometer measurements, penetration | EN 413-2, DIN 4211 |
Flow diameter | DIN 1164 or ASTM C 185 |
Standard consistency | EN 413-2, EN 459-2, |
Air content of fresh mortar | EN 459-2 |
Setting time | EN 196-3 or EN 480-2 |
Soundness | EN 196-3, DIN 1164, |
Flexural and compressive strength | EN 196-1 |
Determination of zeta potential | Electroacoustic measurement method |
Thermal analysis | DSC up to 600 °C, |
Determination of net and gross calorific value | Combustion calorimetry |
Heat of hydration | EN 196-11 |
Sulphate resistance | SVA, Wittekindt, |
Alkali-silica reaction (ASR) | Accelerated mortar bar test (DAfStb, RILEM AAR-2) |
Chemical analyses | |
Service | Method |
Standard analyses of cement, clinker and other cement constituents, e.g. CO2 content, ignition loss, insoluble residue, sulphide, chloride, alkalis (sodium oxide (Na2O), potassium oxide (K2O)) | DIN EN 196-2 |
X-ray fluorescence analysis (CaO, SiO2, Al2O3, Fe2O3, MgO, K2O, Na2O, SO3, Mn2O3, TiO2, P2O5, S2-, Cl) | Pressed or fused tablet |
Alkalis in concrete admixtures | DIN EN 480-12 |
Chlorid in concrete admixtures | DIN EN 480-10 |
Ion chromatography | DIN EN ISO 10304-1, |
Metals, metalloids (trace analysis), possibly including microwave assisted digestion(As, Ag, Al, B, Ba, Be, Ca, Cd, Cr, Co, Cu, Fe, Hg, K, Mg, Mn, Mo, Na, Ni, P, Pb, Rb, Sb, Se, Si, Sn, Sr, Te, Ti, Tl, V, W, Zn (further elements on request) | DIN EN ISO 17294-2, |
Elementary analysis (H, C, N, O, S) | DIN 51721, DIN 51732, |
TOC and TC | DIN EN 13639 |
Water-soluble chromate | DIN EN 196-10 |
Fluoride, bromine, sulphite |
|
Aluminium, iron, silicon | (photometric) |
Reactive SiO2 | DIN EN 450 / EN 197-1 |
Reactive CaO | DIN EN 450 / EN 197-1 |
Free lime | DIN EN 451 |
Determination of pozzolanicity | DIN EN 196-5 |
Determination of cement main constituents | CEN / TR 196-4 |
Fuels - Ash | DIN 51719, DIN EN 15403 |
Fuels - Volatile constituents | DIN 51720, DIN EN 15402 |
Fuels - Alkalis, halogens, sulphur, nitrate | DIN EN 14582, |
Fuels - Total carbon | DIN EN 13639 |
Fuels - Biogenic component | EN 15440 |
Fuels - Water | Karl Fischer, ISO 12937 |
Fuels - Moisture | DIN EN 15414-3, DIN 51718 |
Fuels - Calorific value | DIN 51900, DIN EN 14918 |
Analysis of outgassing of volatile components from solids | |
Organic components | GC-MS or IR spectroscopy |
BTEX analysis | VDI 2100, sheet 2 |
PCB, BTEX, PCP, PAH | |
Leaching test | DAfStb directive, |
Mineralogical analyses |
Service |
Methylene blue method |
Slag content from counting |
Light-optical photomicrograph of thin sections and ground sections |
Clinker microscopy |
Petrography of aggregates |
Scanning electron microscopy (SEM) and microanalysis (EDX) |
Qualitative and quantitative X-ray diffraction / X-ray diffractometry (XRD), Rietveld refinement |
b) Consultation and product optimisation
We would also be pleased to advise you on all aspects of product and process optimisation. Our many years of expertise, our wide range of services and our extensive equipment ideally complement one another. We will work out suitable practical solutions for you in the following areas for example:
Product and process optimisation |
Characterisation of Portland cement clinkers (influence of firing and cooling conditions as well as of alternative raw materials and fuels) |
Causes of incrustation build-up in cement and lime kilns |
Sulphate optimisation of cements (setting behaviour / strengths / interaction with admixtures) |
Effectiveness of chromate reducers |
Characterisation of new binders |
Performance of individual cement constituents |
Hydration behaviour of cementitious binders |
Action of concrete admixtures |
Hygienic properties of cement-bound building materials (e.g. in the drinking water sector) |
Approval inspection to obtain national technical approval as SR cement |
c) Damage analysis and expert reports
Our experienced interdisciplinary team of scientists, made up of chemists, mineralogists, geologists, physicists and engineers, can advise you on the clarification of damage, for instance in the case of crack formation or surface discoloration on structures and building components made of mortar and concrete. We can assist you with determination of the causes of damage and produce expert reports.
A whole range of high-performance processes is available for the analysis of damaged samples:
Damage analysis and expert reports |
Qualitative and quantitative X-ray phase determination |
Structural analysis on thin sections employing light microscopy |
Structural analysis employing scanning electron microscopy |
Phase determination employing thermal analysis |
Determination of concrete composition |
d) Laboratory reviews, round robin tests and comparison trials
Laboratory reviews, round robin tests and comparison trials permit the customised identification and economic assessment of optimisation potential for analytical methods and laboratory procedures (from sampling right through to results reporting). Depending on the objective, this involves the planning, preparation and implementation of tailor-made reviews (on-site inspection, analyses of data), round robin tests or comparison trials. In particular you can benefit from our many years of international experience in the fields of physical, chemical and mineralogical analysis.
Our reviews provide you with an independent and reliable assessment of the quality of your analyses and existing potential, as well as specific proposals for improvements.
e) Concrete constituents
1) Cement
see above
2) Aggregates
Our accredited testing laboratories, as well as those of our associates, establish the chemical, mechanical and physical properties of aggregates in line with the applicable standards and regulations. We examine the thermal properties of your material and analyse its weathering properties, for example. In addition, we conduct extensive tests on the alkali reactivity (alkali-silica reaction) of aggregates.
Sampling and petrography | |
Service | Method |
Sampling | DIN EN 932-1 |
Reducing laboratory samples | DIN EN 932-2 |
Procedure and terminology for simplified petrographic description | DIN EN 932-3 |
Geometrical properties | |
Service | Method |
Particle size distribution - sieving method | DIN EN 933-1 |
Particle shape - flakiness index | DIN EN 933-3 |
Particle shape - shape index | DIN EN 933-4 |
Percentage of crushed and broken surfaces in coarse aggregate particles | DIN EN 933-5 |
Surface characteristics - flow coefficient of aggregates | DIN EN 933-6 |
Shell content - percentage of shells in coarse aggregates | DIN EN 933-7 |
Assessment of fines: | DIN EN 933-8 |
Classification test for the constituents of coarse recycled aggregate | DIN EN 933-11 |
Mechanical and physical properties | |
Service | Method |
Resistance to wear (micro-Deval) | DIN EN 1097-1 |
Resistance to fragmentation (Los Angeles test) | DIN EN 1097-2 |
Loose bulk density and voids | DIN EN 1097-3 |
Voids of dry compacted filler | DIN EN 1097-4 |
Water content by drying in a ventilated oven | DIN EN 1097-5 |
Particle density and water absorption | DIN EN 1097-6 |
Particle density of filler - Pyknometer method | DIN EN 1097-7 |
Polished stone value (PSV) | DIN EN 1097-8 |
Water suction height | DIN EN 1097-10 |
Wehner-Schulze method | |
Thaulow- method - Bulk density of aggregates with dense microstructure |
Thermal properties and weathering properties | |
Service | Method |
Resistance to freezing and thawing | DIN EN 1367-1 |
Magnesium sulphate test | DIN EN 1367-2 |
Boiling test for "Sonnenbrand basalt" | DIN EN 1367-3 |
Resistance to thermal shock | DIN EN 1367-5 |
Resistance to freezing and thawing in the presence of salt (NaCl) | DIN EN 1367-6 |
Chemical properties | |
Service | Method |
Water-soluble chlorides using the Volhard method (reference method) | DIN EN 1744-1, Section 7 |
Water-soluble sulphates | DIN EN 1744-1, Section 10 |
Total sulphur content | DIN EN 1744-1, Section 11 |
Acid-soluble sulphates | DIN EN 1744-1, Section 12 |
Acid-soluble sulphides | DIN EN 1744-1, Section 13 |
Possible presence of humus | DIN EN 1744 1, |
Water solubility | DIN EN 1744-1, Section 16 |
Ignition loss | DIN EN 1744-1, Section 17 |
Preparation of eluates by leaching of aggregates | DIN EN 1744-3 |
Acid-soluble chlorides | DIN EN 1744-5 |
Influence of recycled aggregate extract on the initial setting time of cement | DIN EN 1744-6 |
Alkali reactivity (alkali-silica reaction) | |
Service | Method |
Petrographic test |
Alkali guidelines of the DAfStb |
Percentage of opal sandstone including siliceous chalk | |
Flint bulk density | |
Percentage of reactive flint | |
Accelerated mortar bar test | RILEM AAR-2, |
Accelerated mortar bar test | TP B-StB 1.1.12 |
Concrete test with fog chamber storage (40 °C) | Alkali guidelines of the DAfStb |
60 °C concrete test | Alkali guidelines of the DAfStb or RILEM AAR-4.1 |
WS aggregate testing | ARS no. 04/2013, |
3) Concrete admixtures
Concrete admixtures are substances added to the concrete in small quantities in relation to the cement content during mixing to alter the properties of the fresh or hardened concrete. These include superplasticisers and plasticisers, air entraining agents, retarders and accelerators, waterproofing compounds and stabilisers, for example. The substances are characterised in accordance with the standards listed in the following table. Special testing services are given by way of example.
Service | Method |
Suitability testing for concrete admixtures | DIN EN 480, DIN EN 934 |
Electrochemical corrosion test | DIN EN 480‑14 |
Suitability testing of grout for pre-stressing tendons | DIN EN 934-4, DIN EN 445 |
VDZ can also offer assistance with the approval and certification of corresponding products.
4) Additions
Additions are finely distributed substances added to the concrete to enhance certain properties. Additions are classified as virtually inactive substances (type I, e.g. stone dusts) and pozzolanic or latently hydraulic substances (type II, e.g. fly ash or blast furnace slag).
The substances are characterised in accordance with the standards listed in the following table.
Service | Method |
Testing of fly ash | DIN EN 450-1 |
Testing of silica fume | DIN EN 13263-1 |
Testing of ground granulated blast furnace slag | DIN EN 15167-1 |
VDZ can also offer assistance with the approval and certification of corresponding products.
5) Steel fibres
Steel fibres are straight or formed fibres which can be homogeneously introduced into the concrete and enhance certain properties, for instance tensile strength and flexural strength.
The following tests can be performed at the VDZ laboratories:
Service | Method |
Tensile strength of steel fibres | DIN EN ISO 6892-1 |
Flexural strength of steel fibre concrete beams to determine performance classes | DAfStb directive "Steel fibre concrete" |
Flexural strength of steel fibre concrete beams | DIN EN 14651 |
6) Pigments
Pigments are substances used to colour building materials on the basis of cement and cement/lime mixtures.
The substances are characterised in accordance with the standard given in the following table.
Service | Method |
Testing of pigments | DIN EN 12878 |
f) Fresh and hardened concrete including durability
Our concrete laboratory, accredited in accordance with ISO 17025, is provided with extensive technical equipment for the performance of all important tests on fresh concrete and hardened concrete as well as mortar in accordance with the standard series DIN EN 12350 and DIN EN 12390. Concrete compositions can be optimised and special testing procedures developed on customer request.
Testing of fresh concrete and fresh mortar | |
Service | Method |
Sampling | DIN EN 12350-1 |
Consistency - slump test | DIN EN 12350-2 |
Consistency - Vebe time | DIN EN 12350-3 |
Consistency - degree of compactability | DIN EN 12350-4 |
Consistency - flow table test | DIN EN 12350-5 |
Fresh concrete density | DIN EN 12350-6 |
Air content using pressure method | DIN EN 12350-7 |
Consistency of fresh mortar (flow table/Hägermann table) | DIN EN 1015-3 |
Water content using kiln drying method | DIN 1048-1 |
Rheological analyses: | Viskomat |
Determination of zeta potential | Electroacoustic measurement method |
Expansion and Bleeding of Freshly Mixed Grouts for Preplaced-Aggregate Concrete in the Laboratory | ASTM C940 |
Flow Table for Use in Tests of Hydraulic Cement | ASTM C230 |
Flow of Hydraulic Cement Mortar | ASTM C1437, |
Time of Setting of Hydraulic Cement by Vicat Needle | ASTM C191 |
Testing of hardened concrete and hardened mortar | |
Service | Method |
Making and curing specimens | DIN EN 12390-2 |
Compressive strength | DIN EN 12390-3 |
Flexural strength | DIN EN 12390-5 |
Tensile splitting strength | DIN EN 12390-6 |
Density of hardened concrete | DIN EN 12390-7 |
Depth of penetration of water under pressure | DIN EN 12390-8 |
Surface tensile strength, adhesive strength, tensile adhesion strength | DIN 1048-2; ZTV-ING; |
Modulus of elasticity | DIN 1048-5; EN 12390-13 |
Dynamic modulus of elasticity | Grindosonic method |
Moisture content and dry-bulk density | DIN 1048-5 |
Flexural strength of steel fibre concrete beams to determine performance classes | DAfStb directive "Steel fibre concrete" |
Flexural strength of steel fibre concrete beams | DIN EN 14651 |
Taking of drill cores and examination for compressive strength | DIN EN 12504-1 |
Non-destructive testing of compressive strength (rebound number) | DIN EN 12504-2 |
Composition of hardened concrete | DIN 52170 |
Examination of pore structure employing mercury intrusion porosimetry and water absorption | DIN 60133, in accordance with DAfStb, no. 422 |
Crack recording, use of gypsum marks | |
Forcing-out of pore solution and chemical analysis | |
Non-destructive determination of concrete cover | electromagnetic |
Static Modulus of Elasticity and Poisson’s Ratio of Concrete in Compression | ASTM C469 |
Creep of Concrete in Compression | ASTM C512, |
Examination of pore structure and development of heat of hydration | |
Service | Method |
Determination of air void characteristics in hardened concrete | DIN EN 480-11 |
Water absorption at atmospheric pressure / at 15 MPa | DAfStb, no. 422 |
Capillary water absorption | DAfStb, no. 422 |
Pore content and pore distribution in concrete, mortar and hardened cement paste employing mercury intrusion porosimetry | DIN 66133 |
Measurement of permeability to gas | DAfStb, no. 422 |
Determination of heat of hydration of cement | DIN EN 196-9 |
Heat of hydration and compressive strength development of concrete | Thermos flask test |
C-value determination for cement | DAfStb, no. 422 |
Examination of shrinkage of concrete and mortar | |
Service | Method |
Autogenous shrinkage | Shrinkage cone method |
Drying shrinkage | ISO 1920-8 |
Restraint stress as a result of shrinkage | Shrinkage ring method |
Shrinkage cracking tendency | |
Length Change of Hardened Hydraulic-Cement Mortar and Concrete | ASTM C157 / C157M |
Use of Apparatus for the Determination of Length Change of Hardened Cement Paste, Mortar, and Concrete | ASTM C490 / C490M, |
Determining Age at Cracking and Induced Tensile Stress Characteristics of Mortar and Concrete under Restrained Shrinkage | ASTM C1581 |
Autogenous Strain of Cement Paste and Mortar | ASTM C1698 |
The durability of concrete has always been a principal aspect of the analyses performed at the VDZ laboratory. The focal points of the studies include:
- Resistance to carbonation
- Resistance to chloride penetration
- Freeze-thaw resistance and freeze-thaw resistance with de-icing salt
- Abrasion resistance
- Sulphate resistance
- Alkali-silica reaction
Durability analyses | |
Service | Method |
Freeze-thaw test and freeze-thaw test with de-icing salt - CIF/CDF Test | DIN CEN/TS 12390-9, |
Chloride migration coefficient | BAW Code of Practice "Resistance to chloride penetration", |
Chloride diffusion coefficient (profile grinding) | DIN SPEC 1176, EN 12390-11 |
Carbonation depth | DAfStb no. 422, EN 12390-10, |
Characteristics based on degree of hydration for prediction of concrete durability | |
Wear test using grinding wheel according to Böhme | DIN 52108 |
Testing of mortars and concretes for resistance to sulphate and sea water attack | Civieltechnisch Centrum Uitvoering Research en Regelgeving Aanbeveling 48 (CUR 48), SIA 262, Annex D |
Penetration resistance of concrete to water-polluting substances (FD and FDE concrete) | DAfStb-Rili BUmwS |
Electrical Indication of Concrete’s Ability to Resist Chloride Ion Penetration | ASTM C1202 |
ASR resistance (ASR performance test) and residual expansion potential | |
Service | Method |
60 °C concrete test with alkali supply | TP B-StB 1.1.09 RILEM AAR-12 |
60 °C concrete test (without alkali supply) | NF P 18-454 RILEM AAR-11 |
38 °C concrete test | RILEM AAR-10 |
60 °C concrete test on two drill core halves (with or without alkali supply) | VDZ |
40 °C fog chamber storage of drill cores | VDZ |