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Plastic Shrinkage Cracking Evaluation and Repair
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ACI 224.1R-93 Causes, Evaluation and Repair of Cracks in Concrete Structures
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ACI 224.1R-93 Chapter 1 – Causes & Control Chapter 2 – Evaluation Chapter 3 – Methods of Crack Repair
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ACI 224.1R-93 Typical Plastic Shrinkage Cracking. (Price 1982)
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ACI 224.1R-93 Chapter 1, Section 1.2 “Cracking of Plastic Concrete” Discusses Causes and Prevention ONLY!
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ACI CP-10 -Certification for Concrete Technicians and Flatwork Finishers- Discusses Causes and Prevention ONLY!
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NRMCA Concrete in Practice “If plastic shrinkage cracks should appear during final finishing, the finisher may be able to close them by refinishing.”
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NRMCA Concrete in Practice Disclaimer “However, when this occurs, precautions, as described above, should be taken to avoid further cracking”
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PCA EB001 Design & Control of concrete Mixtures “If plastic shrinkage cracks should appear during finishing, striking each side of the crack with a float and refinishing can close the crack”
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PCA EB001 Design & Control of concrete Mixtures Disclaimer “However, the cracking may reoccur unless the causes are corrected”
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ACI 305R Hot Weather Concreting Section 4.3.4 In relatively massive placements, revibration before floating can sometimes close this type of cracking.
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PCA EB001 Fig. 11-11.
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ACI 224.1R-93 Typical Plastic Shrinkage Cracking. (Price 1982)
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Much more serious cracking!
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Fig. 11-13. PCA EB001
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ACI 224.1R-93 Chapter 2 Evaluation of Cracks in Hardened Concrete
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ACI 224.1R-93 Chapter 2 1. Identify Location and Extent of Cracking
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Typical Plastic Shrinkage Cracking
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Much more serious cracking!
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ACI 224 Chapter 2 2. Determine functionality - Movement - Structural -Maintenance issue -Cosmetic
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ACI 224 Chapter 2 2.2 Map the cracks!
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ACI 224.1R-93 Fig. 2.1-Comparator for measuring crack widths Courtesy of Edmound Scientific Co.
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Crack Comparitor Card
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ACI 224 Chapter 3 Methods of Crack Repair in Hardened Concrete
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ACI 224 Chapter 3 3.2 Epoxy injection - Bonds cracks as narrow as 0.002 in. - Provides fixity - Original cause must be addressed - Typically deferred to specialist
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ACI 503.7-07 Specification for Crack Repair by Epoxy Injection
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ACI 224 Chapter 3 3.3 Routing and sealing - Clean cracks - Enlarge crack along exposed face - Fill and seal with suitable joint sealant - Not suitable for structural repairs
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Groove cut wlth saw or chipping tools7 ACI 224.1R-93 Fig. 3.1-Repair of crack by muting and sealing (Johnson 1965)
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ACI 224.1R-93 If large enough, treat as an induced crack Sawcut and fill
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Crack ClosedNo Bond Breaker With Bond Breaker Fig. 3.2-Effect of bond breaker ACI 224.1R-93 Chapter 3 See ACI 504R Re. Aspect Ratio
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ACI 224 Chapter 3 3.11 Polymer Impregnation Methyl Methacrylate –Flood surfaces –Heat to polymerize, or –Use a catalyst to polymerize
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ACI 224 Chapter 3 3.12.1 Surface Treatments - Low viscosity penetrating resins - Urethanes - Epoxies - Polyesters - Acrylics
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ACI 224 Chapter 3 3.12.2 Overlays - Polymer modified PCC - Styrene Butadiene - Bridge decks - Acrylic latex - Interior toppings - Pool decks
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