Plastic Shrinkage Cracking Evaluation and Repair ACI 224

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Plastic Shrinkage Cracking • Evaluation and Repair

Plastic Shrinkage Cracking • Evaluation and Repair

ACI 224. 1 R-93 Causes, Evaluation and Repair of Cracks in Concrete Structures

ACI 224. 1 R-93 Causes, Evaluation and Repair of Cracks in Concrete Structures

ACI 224. 1 R-93 Chapter 1 – Causes & Control Chapter 2 – Evaluation

ACI 224. 1 R-93 Chapter 1 – Causes & Control Chapter 2 – Evaluation Chapter 3 – Methods of Crack Repair

ACI 224. 1 R-93 Typical Plastic Shrinkage Cracking. (Price 1982)

ACI 224. 1 R-93 Typical Plastic Shrinkage Cracking. (Price 1982)

ACI 224. 1 R-93 Chapter 1, Section 1. 2 “Cracking of Plastic Concrete” Discusses

ACI 224. 1 R-93 Chapter 1, Section 1. 2 “Cracking of Plastic Concrete” Discusses Causes and Prevention ONLY!

ACI CP-10 -Certification for Concrete Technicians and Flatwork Finishers- Discusses Causes and Prevention ONLY!

ACI CP-10 -Certification for Concrete Technicians and Flatwork Finishers- Discusses Causes and Prevention ONLY!

NRMCA Concrete in Practice “If plastic shrinkage cracks should appear during final finishing, the

NRMCA Concrete in Practice “If plastic shrinkage cracks should appear during final finishing, the finisher may be able to close them by refinishing. ”

NRMCA Concrete in Practice Disclaimer “However, when this occurs, precautions, as described above, should

NRMCA Concrete in Practice Disclaimer “However, when this occurs, precautions, as described above, should be taken to avoid further cracking”

PCA EB 001 Design & Control of concrete Mixtures “If plastic shrinkage cracks should

PCA EB 001 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”

PCA EB 001 Design & Control of concrete Mixtures Disclaimer “However, the cracking may

PCA EB 001 Design & Control of concrete Mixtures Disclaimer “However, the cracking may reoccur unless the causes are corrected”

ACI 305 R Hot Weather Concreting Section 4. 3. 4 In relatively massive placements,

ACI 305 R Hot Weather Concreting Section 4. 3. 4 In relatively massive placements, revibration before floating can sometimes close this type of cracking.

PCA EB 001 Fig. 11 -11.

PCA EB 001 Fig. 11 -11.

ACI 224. 1 R-93 Typical Plastic Shrinkage Cracking. (Price 1982)

ACI 224. 1 R-93 Typical Plastic Shrinkage Cracking. (Price 1982)

Much more serious cracking!

Much more serious cracking!

PCA EB 001 Fig. 11 -13.

PCA EB 001 Fig. 11 -13.

ACI 224. 1 R-93 Chapter 2 Evaluation of Cracks in Hardened Concrete

ACI 224. 1 R-93 Chapter 2 Evaluation of Cracks in Hardened Concrete

ACI 224. 1 R-93 Chapter 2 1. Identify Location and Extent of Cracking

ACI 224. 1 R-93 Chapter 2 1. Identify Location and Extent of Cracking

Typical Plastic Shrinkage Cracking

Typical Plastic Shrinkage Cracking

Much more serious cracking!

Much more serious cracking!

ACI 224 Chapter 2 2. Determine functionality - Movement - Structural - Maintenance issue

ACI 224 Chapter 2 2. Determine functionality - Movement - Structural - Maintenance issue - Cosmetic

ACI 224 Chapter 2 2. 2 Map the cracks!

ACI 224 Chapter 2 2. 2 Map the cracks!

ACI 224. 1 R-93 • Fig. 2. 1 -Comparator for measuring crack widths Courtesy

ACI 224. 1 R-93 • Fig. 2. 1 -Comparator for measuring crack widths Courtesy of Edmound Scientific Co.

Crack Comparitor Card

Crack Comparitor Card

ACI 224 Chapter 3 Methods of Crack Repair in Hardened Concrete

ACI 224 Chapter 3 Methods of Crack Repair in Hardened Concrete

ACI 224 Chapter 3 3. 2 Epoxy injection - Bonds cracks as narrow as

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

ACI 503. 7 -07 • Specification for Crack Repair by Epoxy Injection

ACI 503. 7 -07 • Specification for Crack Repair by Epoxy Injection

ACI 224 Chapter 3 3. 3 Routing and sealing - Clean cracks - Enlarge

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

ACI 224. 1 R-93 Groove cut wlth saw or chipping tools 7 Fig. 3.

ACI 224. 1 R-93 Groove cut wlth saw or chipping tools 7 Fig. 3. 1 -Repair of crack by muting and sealing (Johnson 1965)

ACI 224. 1 R-93 • If large enough, treat as an induced crack •

ACI 224. 1 R-93 • If large enough, treat as an induced crack • Sawcut and fill

ACI 224. 1 R-93 Chapter 3 Crack Closed No Bond Breaker With Bond Breaker

ACI 224. 1 R-93 Chapter 3 Crack Closed No Bond Breaker With Bond Breaker Fig. 3. 2 -Effect of bond breaker See ACI 504 R Re. Aspect Ratio

ACI 224 Chapter 3 3. 11 Polymer Impregnation • Methyl Methacrylate – Flood surfaces

ACI 224 Chapter 3 3. 11 Polymer Impregnation • Methyl Methacrylate – Flood surfaces – Heat to polymerize, or – Use a catalyst to polymerize

ACI 224 Chapter 3 3. 12. 1 Surface Treatments - Low viscosity penetrating resins

ACI 224 Chapter 3 3. 12. 1 Surface Treatments - Low viscosity penetrating resins - Urethanes - Epoxies - Polyesters - Acrylics

ACI 224 Chapter 3 3. 12. 2 Overlays - Polymer modified PCC - Styrene

ACI 224 Chapter 3 3. 12. 2 Overlays - Polymer modified PCC - Styrene Butadiene - Bridge decks - Acrylic latex - Interior toppings - Pool decks