Laboratory study of larger sized aggregate in Portland cement concrete

Abstract

A laboratory examination of the effects of coarse aggregate type and size on the mechanical properties of concrete is presented, in an effort to develop more cost-efficient mixes for pavements and other highway structures. Aggregate blending is used to generate the required coarse aggregate gradations. Six different concrete mixes are prepared, using three different coarse aggregate gradations, along with two different aggregate types, natural and crushed. Test results show that coarse aggregate properties often do not have a significant effect on the mechanical properties of concrete. When significant differences are observed, these are confounded by variability issues related to the testing protocols themselves, and by mineralogical distinctions among the various aggregate blends.