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523.1R-06 Guide for Cast-in-Place Low Density Cellular Concrete, 2006
- MAIN MENU
- MAIN MENU
- CONTENTS
- CONTENTS
- CHAPTER 1— GENERAL
- CHAPTER 1— GENERAL [Go to Page]
- 1.1— Definition of cellular concrete
- 1.1— Definition of cellular concrete
- 1.2—Definition of low-density, controlled low- strength material (LD- CLSM)
- 1.2—Definition of low-density, controlled low- strength material (LD- CLSM)
- CHAPTER 2— MATERIALS
- CHAPTER 2— MATERIALS [Go to Page]
- 2.1—Cement
- 2.1—Cement
- 2.2—Water
- 2.2—Water
- 2.3—Preformed foam
- 2.3—Preformed foam
- 2.4—Aggregates
- 2.4—Aggregates
- 2.5—Admixtures
- 2.5—Admixtures [Go to Page]
- 2.5.1 Chemical admixtures
- 2.5.1 Chemical admixtures
- 2.5.2 Supplementary cementitious materials
- 2.5.2 Supplementary cementitious materials
- 2.6—Nonstandard materials
- 2.6—Nonstandard materials
- 2.7—Fiber reinforcement
- 2.7—Fiber reinforcement
- CHAPTER 3— PHYSICAL PROPERTIES
- CHAPTER 3— PHYSICAL PROPERTIES [Go to Page]
- 3.1— As- cast density
- 3.1— As- cast density
- 3.2—Oven-dry density
- 3.2—Oven-dry density
- 3.3—Compressive strength
- 3.3—Compressive strength
- 3.4—Drying shrinkage
- 3.4—Drying shrinkage
- 3.5—Thermal expansion
- 3.5—Thermal expansion
- 3.6—Walkability
- 3.6—Walkability
- 3.7—Mechanical attachment
- 3.7—Mechanical attachment
- 3.8—Thermal conductivity
- 3.8—Thermal conductivity
- 3.9—Fire resistance
- 3.9—Fire resistance
- 3.10— Permeability
- 3.10— Permeability
- 3.11—Freezing-and-thawing resistance
- 3.11—Freezing-and-thawing resistance
- CHAPTER 4— PROPORTIONING AND TESTING
- CHAPTER 4— PROPORTIONING AND TESTING [Go to Page]
- 4.1— Proportioning
- 4.1— Proportioning
- 4.2—Ingredient compatibility
- 4.2—Ingredient compatibility
- 4.3—Cast density
- 4.3—Cast density
- 4.4—Physical properties
- 4.4—Physical properties
- CHAPTER 5— BATCHING, MIXING, PLACING, FINISHING, AND CURING
- CHAPTER 5— BATCHING, MIXING, PLACING, FINISHING, AND CURING [Go to Page]
- 5.1— Storage of materials
- 5.1— Storage of materials
- 5.2—Batching
- 5.2—Batching
- 5.3—Mixing
- 5.3—Mixing
- 5.4—Placing
- 5.4—Placing
- 5.5—Finishing
- 5.5—Finishing
- 5.6—Curing
- 5.6—Curing
- 5.7—Placement in cold weather conditions
- 5.7—Placement in cold weather conditions
- 5.8—Placement in hot weather conditions
- 5.8—Placement in hot weather conditions
- CHAPTER 6— DESIGN CONSIDERATIONS FOR ROOF DECKS
- CHAPTER 6— DESIGN CONSIDERATIONS FOR ROOF DECKS [Go to Page]
- 6.1— Form systems
- 6.1— Form systems [Go to Page]
- 6.1.1 Steel
- 6.1.1 Steel
- 6.1.2 Structural concrete
- 6.1.2 Structural concrete
- 6.1.3 Wood
- 6.1.3 Wood
- 6.2—Roofing readiness
- 6.2—Roofing readiness
- 6.3—Load-carrying capacity
- 6.3—Load-carrying capacity
- 6.4—Expansion and contraction joints
- 6.4—Expansion and contraction joints
- 6.5—Relief of vapor pressure
- 6.5—Relief of vapor pressure
- 6.6—Standard roofing details
- 6.6—Standard roofing details
- CHAPTER 7— GEOTECHNICAL APPLICATIONS
- CHAPTER 7— GEOTECHNICAL APPLICATIONS [Go to Page]
- 7.1—Backfill
- 7.1—Backfill
- 7.2—Roadway bases
- 7.2—Roadway bases
- 7.3—Pipeline and culvert fills
- 7.3—Pipeline and culvert fills
- 7.4—Void fills
- 7.4—Void fills
- 7.5—Tank fills
- 7.5—Tank fills
- 7.6—Insulation and isolation fills
- 7.6—Insulation and isolation fills
- CHAPTER 8— REFERENCES
- CHAPTER 8— REFERENCES [Go to Page]
- 8.1— Referenced standards and reports
- 8.1— Referenced standards and reports
- 8.2—Cited references
- 8.2—Cited references [Go to Page]