Erratum to: Assessment of alkali–silica reaction damage through quantification of concrete nonlinearity
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An error in this manuscript was not addressed prior to electronic publication. While this error does not contribute in any way to the measurements or interpretation of concrete nonlinearity described, we felt a duty to correct the error to avoid introducing additional ambiguity in the identification of aggregate reactivity through the interpretation of expansion derived through standard concrete prism test methods. In the Introduction, on the second page of the manuscript, the application of rounding for the 0.04 % expansion limit used for ASTM C1293 and the 0.040 % expansion used for CSA A23.2-14A was explained incorrectly and should read instead: