THE PERFORMANCE OF STEEL SLAG AGGREGATES: CHARACTERISTICS OF PAVING MIXES

This paper discusses the performance of wearing course mixtures of 14mm nominal aggregate size, which are becoming increasingly popular. Various materials were analysed, including: (1) a traditional close graded wearing course (CGWC) macadam; (2) an all steel slag hot rolled asphalt with 45% stone content; and (3) stone mastic asphalt materials. The latter two materials were specialist wearing course materials. Performance measurements were conducted, to establish the level of steel slag performance benchmarking against: (1) a natural crushed rock aggregate; and (2) specification limits. The laboratory measurements included: (1) elastic stiffness measurements; (2) Marshall properties including stability values at 60 degrees C; and (3) wheel-tracking rates at 45 degrees C. In comparing the performance of steel slag with that of a natural aggregate mix, it was decided to use the data collected from analysing a series of traditional macadam mixtures. The aggregate types used were manufactured steel slag and natural granite. The use of an aggregate, such as steel slag, in the surfacing layer of a pavement was found to be entirely justified. For the covering abstract see IRRD 877211.

  • Corporate Authors:

    THE INSTITUTE OF ASPHALT TECHNOLOGY

    OFFICE 5, TRIDENT HOUSE, CLARE ROAD
    STANWELL, MIDDLESEX  United Kingdom  TW19 7QU
  • Authors:
    • READER, M
    • Stock, A F
    • Taylor, I F
  • Publication Date: 1995

Language

  • English

Media Info

  • Features: References;
  • Pagination: p. 47-50
  • Serial:

Subject/Index Terms

Filing Info

  • Accession Number: 00722423
  • Record Type: Publication
  • Source Agency: Transport Research Laboratory
  • Files: ITRD
  • Created Date: Jun 28 1996 12:00AM