DEMONSTRATION PROJECT NO. 59: THE USE OF FLY ASH IN HIGHWAY CONSTRUCTION, FAYETTE COUNTY, KENTUCKY

This report summarizes preliminary site investigations, design criteria and procedures, construction criteria and procedures, and results of initial and final evaluations of an experimental road base utilizing lime kiln dust, fly ash and aggregate. Observed performance has been satisfactory. Compressive strength evaluations indicate exceptional early strength and continued strength gain of the pozzolanic base. Backcalculation of specific elastic layer moduli indicate that the modulus of the pozzolanic base material is most likely within a range of 500,000 to 1,000,000 psi. Based upon observations to date, treated bases enhance overall pavement performance and their use should be continued. It is quite probable that pavement life may be extended at reduced costs.

  • Record URL:
  • Corporate Authors:

    University of Kentucky, Lexington

    Kentucky Transportation Center
    College of Engineering, 176 Raymond Building
    Lexington, KY  United States  40506-0281

    Kentucky Transportation Cabinet

    200 Mero Street
    Frankfort, KY  United States  40622

    Federal Highway Administration

    1200 New Jersey Avenue, SE
    Washington, DC  United States  20590
  • Authors:
    • Hunsucker, D Q
    • Sharpe, G W
  • Publication Date: 1989-5

Language

  • English

Media Info

  • Pagination: 47 p.

Subject/Index Terms

Filing Info

  • Accession Number: 00738917
  • Record Type: Publication
  • Source Agency: University of Kentucky, Lexington
  • Report/Paper Numbers: KTC-89-32, Final Report
  • Contract Numbers: DTFH71-84-59-KY-03
  • Files: TRIS, USDOT, STATEDOT
  • Created Date: Jul 16 1997 12:00AM