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325.14R-17: Guide for Design and Proportioning of Concrete Mixtures for Pavements, 2017
- TITLE PAGE
- CHAPTER 1—INTRODUCTION [Go to Page]
- 1.1—General
- 1.2—Mixture design goals
- CHAPTER 2—NOTATION AND DEFINITIONS [Go to Page]
- 2.1—Notation
- 2.2—Definitions
- CHAPTER 3—BASIC PROPERTIES [Go to Page]
- 3.1—Desired properties
- 3.2—Workability
- 3.3—Strength
- 3.4—Durability
- 3.5—Skid resistance
- 3.6—Smoothness
- 3.7—Dimensional and shape stability
- 3.8—Time of setting
- 3.9—Basic properties and considerations
- 3.10—Sustainability
- 3.11—Innovative methods and materials
- CHAPTER 4—MATERIALS [Go to Page]
- 4.1—Aggregate
- 4.2—Portland cement
- 4.3—Supplementary cementitious materials
- 4.4—Blended cement
- 4.5—Water
- 4.6—Chemical admixtures
- 4.7—Fibers
- 4.8—Summary
- CHAPTER 5—MIXTURE PROPORTIONING [Go to Page]
- 5.1—Mixture design
- 5.2—Proportioning methods
- 5.3—Preliminary testing
- 5.4—Proportioning procedure
- CHAPTER 6—SAMPLE MIXTURE DESIGNS [Go to Page]
- 6.1—Example 1: Urban highway, slipform, traditional grading, no SCMs (U.S. customary units)
- 6.2—Example 2: Urban highway, slipform, optimized grading, Class C fly ash (U.S. customary units)
- 6.3—Example 3: City street, fixed-form, optimized grading, sulfate soil, slag cement (U.S. customary units)
- 6.4—Example 4: Airfield, slipform, traditional grading, alkali-silica reaction aggregate, Class F fly ash (U.S. customary units)
- 6.5—Example 5: Parking lot, laser-guided screed, optimized grading, fibers (U.S. customary units)
- 6.6—Example 6: Urban highway, slipform, traditional grading, no SCMs (SI units)
- CHAPTER 7—REFERENCES [Go to Page]
- Authored documents [Go to Page]