Engineering Commons^™

Preliminary Engineering, Monitoring Of Construction, And Initial Performance Evaluation: Use Of Ponded Fly Ash In Highway Road Base, David Q. Hunsucker, R. Clark Graves

Kentucky Transportation Center Research Report

This report summarizes findings of laboratory and field trial evaluations of ponded fly ash used as a component In a stabilized aggregate base course. Ponded fly ash is the fine portion of pond ash which is a by-product of a coal burning process and Is disposed by sluicing to a disposal pond.

Three stabilized aggregate base mixtures containing various proportions of dense graded aggregate, ponded fly ash, and hydrated lime were evaluated In the laboratory relative to maximum dry density, optimum moisture content, and unconfined compressive strength. The mixture that was selected for field trial evaluation had the highest unconfined …

Pavement Inspection Derbyshire Estates, R. Clark Graves, David L. Allen

Kentucky Transportation Center Research Report

The subject project was constructed in the fall of 1988. Soon after construction, the pavement began to deteriorate. Areas of alligator cracking were observed along with extensive rutting and pushing of the asphaltic concrete. Distresses occurred soon after the roadway was completed. Personnel of the Jefferson Co. Public Works Department requested that Kentucky Transportation Center (KTC) personnel make a preliminary inspection.

Kentucky Transportation Center (KTC) personnel conducted preliminary tests at the site on July 11, 1989. Results of tests were outlined in a letter to Schimpeler-Corradino Associates, on July 19, 1989. After review, of those results, Schimpeler-Corradino principals requested that …

Pavement Evaluation Elkhorn Drive, R. Clark Graves

Kentucky Transportation Center Research Report

The Lexington-Fayette Urban County Government requested that the Kentucky Transportation Center perform a pavement evaluation and overlay design for Elkhorn Drive. This pavement section consisted of 3 inches of asphaltic concrete and 8 inches of dense graded aggregate. A visual inspection during testing revealed several areas of severe alligator cracking along with some areas of transverse cracking.

Demonstration Project No. 59: The Use Of Fly Ash In Highway Construction, Fayette County, Kentucky, David Q. Hunsucker, Gary W. Sharpe

Kentucky Transportation Center Research Report

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. Back calculation of specific elastic layer moduli indicate that the moduli 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 …