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eLibrary > 522R-10 Report on Pervious Concrete (Reapproved 2011), First Printing May 2014 >

522R-10 Report on Pervious Concrete (Reapproved 2011), First Printing May 2014, 2010

MAIN MENU
MAIN MENU
CONTENTS
CONTENTS
CHAPTER 1— INTRODUCTION AND SCOPE
CHAPTER 1— INTRODUCTION AND SCOPE [Go to Page]
1.1— Introduction
1.1— Introduction
1.2––Scope
1.2––Scope
CHAPTER 2— NOTATION AND DEFINITIONS
CHAPTER 2— NOTATION AND DEFINITIONS [Go to Page]
2.1—Notation
2.1—Notation
2.2—Definitions
2.2—Definitions
CHAPTER 3— APPLICATIONS
CHAPTER 3— APPLICATIONS [Go to Page]
3.1— General
3.1— General
3.2—Building applications: history
3.2—Building applications: history
3.3—Pavement applications
3.3—Pavement applications [Go to Page]
3.3.1 Surface course
3.3.1 Surface course [Go to Page]
3.3.1.1 Parking lots
3.3.1.1 Parking lots
3.3.1.2 Roadways
3.3.1.2 Roadways
3.3.2 Permeable bases and edge drains
3.3.2 Permeable bases and edge drains
3.3.3 Shoulders
3.3.3 Shoulders
3.4—Other applications
3.4—Other applications [Go to Page]
3.4.1 Drains
3.4.1 Drains
3.4.2 Greenhouses
3.4.2 Greenhouses
3.4.3 Tennis courts
3.4.3 Tennis courts
3.4.4 Noise barriers and building walls
3.4.4 Noise barriers and building walls
CHAPTER 4— MATERIALS
CHAPTER 4— MATERIALS [Go to Page]
4.1— General
4.1— General
4.2—Aggregates
4.2—Aggregates
4.3—Cementitious materials
4.3—Cementitious materials
4.4—Water
4.4—Water
4.5—Admixtures
4.5—Admixtures
CHAPTER 5— PROPERTIES
CHAPTER 5— PROPERTIES [Go to Page]
5.1—General
5.1—General
5.2—Compressive strength
5.2—Compressive strength
5.3—Flexural strength
5.3—Flexural strength
5.4—Void content/density
5.4—Void content/density
5.5—Pore sizes
5.5—Pore sizes
5.6—Percolation rate
5.6—Percolation rate
5.7—Durability
5.7—Durability
5.8—Toughness
5.8—Toughness
5.9—Acoustic absorption
5.9—Acoustic absorption
CHAPTER 6— PERVIOUS CONCRETE MIXTURE PROPORTIONING
CHAPTER 6— PERVIOUS CONCRETE MIXTURE PROPORTIONING [Go to Page]
6.1— General
6.1— General
6.2—Materials
6.2—Materials
6.3—Water-cementitious material ratio
6.3—Water-cementitious material ratio
6.4—Void content
6.4—Void content
6.5—Amount of coarse aggregate
6.5—Amount of coarse aggregate
6.6—Paste volume, cement, and water contents
6.6—Paste volume, cement, and water contents
6.7—Proportioning procedure
6.7—Proportioning procedure [Go to Page]
6.7.1 b/bo method
6.7.1 b/bo method
6.8—Typical ranges of materials
6.8—Typical ranges of materials
CHAPTER 7— PERVIOUS PAVEMENT DESIGN
CHAPTER 7— PERVIOUS PAVEMENT DESIGN [Go to Page]
7.1— Introduction
7.1— Introduction
7.2—Structural design
7.2—Structural design [Go to Page]
7.2.1 Subgrade and subbase
7.2.1 Subgrade and subbase
7.2.2 Concrete strength
7.2.2 Concrete strength
7.2.3 Structural thickness selection
7.2.3 Structural thickness selection
7.3—Stormwater management design
7.3—Stormwater management design [Go to Page]
7.3.1 General
7.3.1 General [Go to Page]
7.3.1.1
7.3.1.1 [Go to Page]
7.3.1.1.1 Reduced runoff volume
7.3.1.1.1 Reduced runoff volume
7.3.1.1.2 Reduced treatment volume
7.3.1.1.2 Reduced treatment volume
7.3.1.1.3 Reduced impervious area
7.3.1.1.3 Reduced impervious area
7.3.1.2
7.3.1.2
7.3.2 Pervious pavement maintenance
7.3.2 Pervious pavement maintenance
7.3.3 Drainage design
7.3.3 Drainage design
7.3.4 Pervious area credit
7.3.4 Pervious area credit
7.3.5 Design example
7.3.5 Design example
7.4—Other considerations
7.4—Other considerations
CHAPTER 8— PERVIOUS PAVEMENT CONSTRUCTION
CHAPTER 8— PERVIOUS PAVEMENT CONSTRUCTION [Go to Page]
8.1—General construction principles
8.1—General construction principles
8.2—Subgrade/subbase preparation
8.2—Subgrade/subbase preparation
8.3—Placing
8.3—Placing [Go to Page]
8.3.1 Forms
8.3.1 Forms
8.3.2 Depositing concrete
8.3.2 Depositing concrete
8.3.3 Riser strips
8.3.3 Riser strips
8.3.4 Placing equipment
8.3.4 Placing equipment
8.3.5 Miscellaneous tools
8.3.5 Miscellaneous tools
8.3.6 Using pavement as a form
8.3.6 Using pavement as a form
8.4—Consolidation
8.4—Consolidation
8.5—Jointing
8.5—Jointing
8.6—Curing and protection
8.6—Curing and protection
8.7—Cold weather protection
8.7—Cold weather protection
8.8—Hot weather protection
8.8—Hot weather protection
8.9—Repairing pervious concrete pavements
8.9—Repairing pervious concrete pavements [Go to Page]
8.9.1 Grinding
8.9.1 Grinding
8.9.2 Holes or low spots
8.9.2 Holes or low spots
8.9.3 Utility cuts
8.9.3 Utility cuts
8.10—Maintenance
8.10—Maintenance
CHAPTER 9— QUALITY CONTROL INSPECTION AND TESTING
CHAPTER 9— QUALITY CONTROL INSPECTION AND TESTING [Go to Page]
9.1— General
9.1— General
9.2—Preconstruction inspection and testing
9.2—Preconstruction inspection and testing
9.3—Inspection and testing during construction
9.3—Inspection and testing during construction
9.4—Postconstruction inspection and testing
9.4—Postconstruction inspection and testing
CHAPTER 10— PERFORMANCE
CHAPTER 10— PERFORMANCE [Go to Page]
10.1— General
10.1— General
10.2—Changes in infiltration rates
10.2—Changes in infiltration rates
10.3—Structural distress
10.3—Structural distress
10.4—Surface distress
10.4—Surface distress
10.5—Resistance to freezing and thawing
10.5—Resistance to freezing and thawing
CHAPTER 11— LIMITATIONS, POTENTIAL APPLICATIONS, AND RESEARCH NEEDS
CHAPTER 11— LIMITATIONS, POTENTIAL APPLICATIONS, AND RESEARCH NEEDS [Go to Page]
11.1— Pervious concrete in cold climates
11.1— Pervious concrete in cold climates
11.2—Strength determinations and limitations
11.2—Strength determinations and limitations
11.3—Characterization of the material structure
11.3—Characterization of the material structure
11.4—Freezing-and-thawing and cold climate applications
11.4—Freezing-and-thawing and cold climate applications
11.5—Porous grout
11.5—Porous grout
11.6—Stormwater management
11.6—Stormwater management
11.7—Environmental filtering/remediation potential
11.7—Environmental filtering/remediation potential
11.8—Surface deterioration and repair
11.8—Surface deterioration and repair
11.9—Development and standardization of broader testing methods
11.9—Development and standardization of broader testing methods
11.10––Nondestructive determination of performance and properties
11.10––Nondestructive determination of performance and properties
11.11—Urban heat island effect, carbonation, and other thermal properties
11.11—Urban heat island effect, carbonation, and other thermal properties
11.12—Other novel applications and uses
11.12—Other novel applications and uses
CHAPTER 12— THE ENVIRONMENT AND PERVIOUS CONCRETE
CHAPTER 12— THE ENVIRONMENT AND PERVIOUS CONCRETE [Go to Page]
12.1—Pervious concrete and the LEED® green building rating system
12.1—Pervious concrete and the LEED® green building rating system [Go to Page]
12.1.1 Stormwater Control: LEED™ 2009 Credits SSc6.1Stormwater Design – Quantity Control and SS-c6.2Stormwater Design – Qualtity Control
12.1.1 Stormwater Control: LEED™ 2009 Credits SSc6.1Stormwater Design – Quantity Control and SS-c6.2Stormwater Design – Qualtity Control
12.1.2 Heat Island Effect: LEED™ 2009 Credit SS-c7.1Heat Island Effect – Non-Roof
12.1.2 Heat Island Effect: LEED™ 2009 Credit SS-c7.1Heat Island Effect – Non-Roof
12.1.3 Water Efficiency: LEED™ 2009 Credit WE-c1Water Efficient Landscaping
12.1.3 Water Efficiency: LEED™ 2009 Credit WE-c1Water Efficient Landscaping
12.1.4 Materials and Resources: LEED™ 2009 CreditMR-c4 Recycled Content
12.1.4 Materials and Resources: LEED™ 2009 CreditMR-c4 Recycled Content
12.1.5 Regional Materials: LEED™ 2009 Credit MR-c5Regional Materials
12.1.5 Regional Materials: LEED™ 2009 Credit MR-c5Regional Materials
12.1.6 Innovation in Design: LEED™ 2009 IDc1 Innovationin Design
12.1.6 Innovation in Design: LEED™ 2009 IDc1 Innovationin Design
12.1.7 Regional Priorities: LEED™ 2009 RegionallyPriorities
12.1.7 Regional Priorities: LEED™ 2009 RegionallyPriorities
CHAPTER 13— REFERENCES
CHAPTER 13— REFERENCES [Go to Page]
13.1— Referenced standards and reports
13.1— Referenced standards and reports
13.2—Cited references
13.2—Cited references [Go to Page]

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