In today’s market, it is imperative to be knowledgeable and have an edge over the competition. ACI members have it…they are engaged, informed, and stay up to date by taking advantage of benefits that ACI membership provides them.
Read more about membership
Become an ACI Member
Founded in 1904 and headquartered in Farmington Hills, Michigan, USA, the American Concrete Institute is a leading authority and resource worldwide for the development, dissemination, and adoption of its consensus-based standards, technical resources, educational programs, and proven expertise for individuals and organizations involved in concrete design, construction, and materials, who share a commitment to pursuing the best use of concrete.
American Concrete Institute
38800 Country Club Dr.
Farmington Hills, MI
Feedback via Email
Home > Publications > International Concrete Abstracts Portal
The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.
Title: Comparison of Core and In-Place Compressive Strengths for Early-Age Concrete
Author(s): Agustin Spalvier, James A. Bittner, Kerry Hall, and John S. Popovics
Publication: Materials Journal
Appears on pages(s): 63-72
Keywords: core; correction factor; in-place cylinder; in-place strength; pavement
Abstract:Accurate determination of concrete in-place strength remains a challenge. Although drilled cores provide reasonable representation of in-place strength, core strength results are known to be affected by factors such as core aspect ratio, moisture condition, and internal damage caused by extraction. To account for these effects, previous research has developed correlations between cores and standard molded companion cylinders in mature concrete. In this investigation, the authors evaluate the effectiveness of compressive strength estimation for new pavement construction using cores for wet and air-dried sample conditions, and for the presence of embedded steel reinforcing bar. The effects of these conditions on in-place strength estimates for early-age concrete with “good” and “low” quality are studied using statistical analysis. The actual in-place strength is determined using castin-place cylinders. Based on the analysis, the optimal correction factors for core to in-place strengths for early-age concrete are 1.05, 1.20, and 1.08 for 1-day air-dried cores, 1-day wet cores, and 1-day air-dried cores containing steel reinforcing bar, respectively.
Click here to become an online Journal subscriber