Date of Graduation

12-2024

Document Type

Thesis

Degree Name

Master of Science in Civil Engineering (MSCE)

Degree Level

Graduate

Department

Civil Engineering

Advisor/Mentor

Murray, Cameron D.

Committee Member

Fernstrom, Eric

Second Committee Member

Hale, W. Micah

Keywords

Arkansas; Transportation; Concrete; Cement; Fly ash

Abstract

The Arkansas Department of Transportation (ARDOT) currently requires a minimum cement content of 564 pounds of cement per cubic yard of concrete. This minimum cement requirement can be reduced through the utilization of optimized gradation of aggregates within concrete mixtures as well as the addition of supplementary cementitious materials (SCMs) such as fly ash. The study presented in this paper aims to demonstrate how the use of the Tarantula Curve can be used to design concrete mixtures with reduced cement contents while maintaining sufficient workability for concrete mixtures to be used for slipform paving. Fresh workability was measured using the slump test and novel methods such as the box test, float test, and the vibrating kelly ball test. Additionally, compressive strength and flexural strength were evaluated for the concrete mixtures to ensure adequate strength properties were achieved. There were three coarse aggregate gradations tested in the mixtures: #57 aggregate only, a combined gradation of #57 and #7 aggregate, and a truly optimized mixture which was developed in the lab to ensure the gradation was perfectly within the bounds of the tarantula curve. All mixtures were tested with and without 30% fly ash replacement except the truly optimized mix which was only tested with 30% fly ash replacement to conserve material. It was determined that the cementitious materials content in portland cement concrete pavement (PCCP) could be reduced to 440 pounds per cubic yard while still meeting strength and workability requirements.

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