Construction Materials Testing
The department offers physical and chemical testing of soils, aggregates, rock, marble stone; cement tiles, ceramic tiles, water, cement, microsilica, refractory, lime, plaster, concrete mix design, concrete products and admixtures, bituminous materials and hot bituminous mixes design.
It undertakes coring and non-destructive testing of reinforced concrete. The department's experienced staff undertakes a variety of laboratory and field testing, which fall into several categories:
Field Sampling
This includes taking samples of aggregate from stock piles, of fresh concrete, tack coat and hot asphalt, soils and building blocks. Cores are cut from asphalt for routine QC, while from concrete for determinations of strength or chloride, sulphate and carbonation. Other construction materials include concrete mixing water and pavers.
Field Testing
Typical tests include the electrical and thermal resistivity of soils and field density by either sand replacement or nuclear gauge, site CBR, plate load test. Properties of fresh concrete usually determined are slump, temperature, air content and density.
Laboratory Tests
Measurement of density and compressive strength of cylinders and cubes and the grading of aggregate are routinely carried out. Other concrete tests include core evaluation (e.g. strength, density, chloride and sulphate contents, carbon dioxide penetration) as well as rapid chloride permeability, water "penetrability" and volume of permeable voids. Asphalt samples are tested for composition, density and layer thickness.
The laboratory also tests cement for fineness and undertakes concrete and asphalt mix design. The detailed List of laboratory tests are,
Advisory Services
We offer consultancy services on many aspects of construction and materials technology. These include appraisal of specifications, establishment of QA and QC schemes for material / product assessment, failure investigations and statistical analysis of performance tests. We are also able to devise test methods where no suitable standard exists.