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Desk Study: assess and evaluate existing information on the material; • Stage 2. Laboratory Study: test the mechanical properties of materials to allow theoretical predictions to be made of their performance; • Stage 3. Pilot-Scale Trials: evaluation of construction and performance of materials in small scale trials; • Stage 4. Full-Scale Trials: full-scale trial on a trunk road to establish whether the previous assessments obtained from Stages 2 and 3 are realized; • Stage 5. Highways Agency Specification Trials: this stage is necessary to carry out further evaluation of the material and to test the specification under contract conditions.
Although the changes to the Specification for Highway Works (MCHW 1) have defined the basic aggregate properties required, the document is still very much a national recipe-type specification; aggregate selection could be based on performance so that a successful end-product can be predicted more accurately. To Aggregates and fillers 33 further the use of end-performance specifications, this section proposes tests that have been selected on their ability to provide a quick and cheap indication of in-service performance while using the minimum of specialized equipment.
9. Consequently, the plot of such values would clearly fall within the equi-dimensional area in a Zingg graph. Aggregate particles may be classified in terms of their physical dimensions and how they relate to the mean size. 1 (BSI, 1985b), which is determined by separating the flaky particles and expressing their mass as a proportion of the mass of the total sample; the test must be carried out on all particle sizes in the sample. 6 of their mean sieve size. This shape is taken as the mean of limiting sieve sizes used for determining the size fraction in which the particle occurs.