Bituminous road surfacing materials are produced by mixing mineral aggregate with a bitumen binder in predetermined quantities and within defined temperature ranges. Other materials are sometimes added to the mixture, including fibres, polymers and pigments to produce specific performance characteristics.
We are able to offer a comprehensive site testing and laboratory testing service for bituminous materials.
Site testing and monitoring includes laying records, sampling and temperature measurement for compliance testing, surface texture, rolling straight edge, compaction monitoring and core cutting.
Laboratory testing includes determination of binder content and grading of aggregate, maximum density and percentage refusal density

| Type of test / Properties measured / Range of measurement | Standard Specifications |
| BITUMINOUS MIXTURES for roads and other paved areas | |
| Sampling from - around the augers of the paver - workable material in heaps | BS 598-100 |
| Sampling coated chippings from stockpiles | BS 598-100 |
| Binder content and grading of mineral aggregate - extraction bottle method: binder determination by difference | BS 598-102 |
| Percentage refusal density (PRD) | BS 598-104 |
| Density of cores | BS 598-104 |
| Temperature of bituminous mixtures - in the hopper of a paver - in laid-but-not-rolled material | BS 598-109 |
| Maximum density - volumetric procedure | BS EN 12697-5 |
| ROAD PAVEMENT SURFACES | |
| Texture depth by the sandpatch method | BS 598-105 |
| Pavement surface macrotexture depth using a volumetric patch technique | BS EN 13036-1 |
| Macrotexture depth - volumetric patch technique | Specification for Highway Works, HMSO May 2001 Clause 1031 |
| Surface regularity - rolling straight edge | Specification for Highway Works |