This work develops practical guidelines for using the damage rating index in assessing deterioration in concrete, highlighting operator variability and supporting training.
The damage rating index (DRI) is a microscopy tool that captures the extent of internal swelling reaction-induced deterioration (ISR). Although engineering practitioners more widely use mechanical tests, confirming the presence of ISR products through microscopy is required and standard practice. A more detailed evaluation can be achieved by combining mechanical and microscopy techniques, including the DRI, which has proven reliable in diagnosing the extent of ISR-induced deterioration. However, there is currently a lack of practical guidelines and standards in the literature explaining how to perform the DRI, raising concerns about the tool's use, particularly regarding operator variability and subjectivity. This work aims to create practical guidelines for conducting the DRI analysis methodology on concrete affected by alkali-silica reaction (ASR) originating from either reactive coarse or fine aggregates at various degrees of damage (i.e., 0.05%, 0.12%, 0.20%, and 0.30% expansion). Ranges of expected values were established to serve as autonomous training for new operators using the same reactive aggregates and mixtures.
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Trottier et al. (2025) studied this question.
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