{"id":160887,"date":"2024-10-19T09:39:51","date_gmt":"2024-10-19T09:39:51","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-364-6t-02-2002\/"},"modified":"2024-10-25T01:58:31","modified_gmt":"2024-10-25T01:58:31","slug":"aci-364-6t-02-2002","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-364-6t-02-2002\/","title":{"rendered":"ACI 364.6T 02 2002"},"content":{"rendered":"
This TechNote provides an answer to the question, “When corroded reinforcing steel is encountered in a repair, should the bar be undercut? How far should the bar be exposed along its length?” TechNotes are a committee document that are narrowly focused, single-topic guides, usually practice oriented, that present a specific direction on a particular issue. ACI committee documents (including TechNotes) are reviewed and approved by ACI’s Technical Activities Committee. Keywords: corrosion; reinforcing steel; repair; ring anode effect; surface preparation<\/p>\n
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1<\/td>\n | Introduction Introduction Question Question Answer Answer Discussion Discussion Summary Summary References References <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" 364.6T-02 – Tech-Note: Concrete Removal in Repairs Involving Corroded Reinforcing Steel (Reapproved 2011)<\/b><\/p>\n |