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Various roadmaps have been developed by the cement and concrete industry that highlight the need for a significant reduction of carbon dioxide (CO2) emissions associated with concrete production. One strategy to reduce emissions is to reduce the clinker content in concrete. This can be accomplished by optimizing aggregate gradations or chemical admixtures to reduce total cement content used or use cementitious materials that have a low percent of clinker in them. However, low-clinker (content) concretes may, or may be perceived to, suffer from lower early-age strengths, which have limited their application in practice. This TechNote discusses low-clinker concrete, primarily obtained through the use of supplementary cementitious materials (SCMs), and provides practical advice concerning the strength of these mixtures at early ages (from setting to 7 days).
The MCP Online contains all new committee standards and reports released throughout the year. The most recently added include
PRC-225-25: Selection and Use of Hydraulic Cements—Guide
PRC-231.1-25: Managing and Increasing Early-Age Strength of Low-Clinker Concrete Mixtures—TechNote
PRC-225.2-25: Type IL Cements and Specifications—TechNote
PRC-303-25: Cast-in-Place Architectural Concrete Practice—Guide
PRC-357.3-25: Design and Construction of Waterfront and Coastal Concrete Marine Structures—Guide