USE OF HIGH VOLUMES OF CLASS C AND CLASS F FLY ASH IN CONCRETE

Research results concerning the development and use of high volumes of Class C and Class F fly ash in concrete mixes are reported in this paper. Proportionally, the concrete mixes contained 20 and 50 percent Class C fly ash and 40 percent Class F fly ash replacements for Portland cement. The mixes were designed to show their potential for highway paving work. Data were collected on fresh concrete, compressive strength, flexural strength, tensile strength, and freezing and thawing durability. The test results indicate that high volumes of Class C and Class F fly ash produce high-quality, durable pavements in concrete.

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/oclc/3528769
• Corporate Authors:

  American Society for Testing and Materials (ASTM)

  100 Barr Harbor Drive, P.O. Box C700
  West Conshohocken, PA  United States  19428-2957
• Authors:
  • Naik, T R
  • Ramme, B W
  • Tews, J H
• Publication Date: 1994-6

Language

• English

Media Info

• Features: Figures; References; Tables;
• Pagination: p. 12-20
• Serial:
  • Cement, Concrete and Aggregates
  • Volume: 16
  • Issue Number: 1
  • Publisher: American Society for Testing and Materials (ASTM)
  • ISSN: 0149-6123
  • Serial URL: http://journalsip.astm.org/JOURNALS/CEMENT/cca_home.html

Subject/Index Terms

• TRT Terms: Classification; Compressive strength; Flexural strength; Fly ash; Paving materials; Superplasticizers; Tensile strength; Testing
• Old TRIS Terms: Paving mixtures
• Subject Areas: Highways; Materials; I32: Concrete;

Filing Info

• Accession Number: 00664758
• Record Type: Publication
• Files: TRIS
• Created Date: Aug 25 1994 12:00AM