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USACE / NAVFAC / AFCEC / NASA UFGS-09 97 23.17 (August 2016)
Change 1 - 11/16
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Preparing Activity: NAVFAC
UNIFIED FACILITIES GUIDE SPECIFICATIONS
References are in agreement with UMRL dated October 2022
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SECTION TABLE OF CONTENTS
DIVISION 09 - FINISHES
SECTION 09 97 23.17
CORROSION INHIBITOR COATING OF CONCRETE SURFACES
08/16, CHG 1: 11/16
PART 1 GENERAL
1.1 REFERENCES
1.2 SUBMITTALS
1.3 QUALITY ASSURANCE
1.3.1 Qualifications
1.3.2 Minimum Performance Requirements
1.3.2.1 Structure Life Extension
1.3.2.2 Corrosion Rate Reduction of Reinforcing Steel
1.3.2.3 Water Penetration Rate Reduction of Concrete
1.3.2.4 Pullout Strength Increase of Concrete
1.3.3 Evidence of Acceptable Variation Certificate
1.4 REGULATORY REQUIREMENT
1.4.1 Environmental Protection
1.5 DELIVERY, STORAGE, AND HANDLING
1.6 SAFETY METHODS
1.7 ENVIRONMENTAL CONDITIONS
1.7.1 Weather and Substrate Conditions
1.8 EQUIPMENT, TOOLS, AND MACHINES
1.9 SEQUENCING AND SCHEDULING
1.9.1 Structure Repair Areas Prior To Inhibitor System Application
1.9.2 Surface Preparation of Concrete
1.9.3 Pre-Application Testing
1.9.3.1 Reinforcement Corrosion Rate Testing Procedures And
Equipment
1.9.3.2 Chloride Content of Cement
1.9.3.2.1 Pre-Project Test Application of Inhibitor
1.9.3.3 pH of Concrete
1.9.3.4 Water Penetration Rate of Concrete
1.9.3.5 Pullout Strength of Concrete
1.9.4 Corrosion Inhibitor Selection and Application Plan
1.9.5 Corrosion Inhibitor Application
1.9.6 Post-Application Testing and Minimum Performance Requirements
1.9.6.1 Corrosion Rate of Reinforcing Steel
SECTION 09 97 23.17 Page 1
