{"id":161142,"date":"2024-10-19T09:40:44","date_gmt":"2024-10-19T09:40:44","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-522r-10\/"},"modified":"2024-10-25T01:59:17","modified_gmt":"2024-10-25T01:59:17","slug":"aci-522r-10","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-522r-10\/","title":{"rendered":"ACI 522R 10"},"content":{"rendered":"

This report provides technical information on pervious concrete\u2019s application, design methods, materials, properties, mixture proportioning, construction methods, testing, and inspection. The term \u201cpervious concrete\u201d typically describes a near-zero-slump, open-graded material consisting of portland cement, coarse aggregate, little or no fine aggregate, admixtures, and water. The combination of these ingredients will produce a hardened material with connected pores, ranging in size from 0.08 to 0.32 in. (2 to 8 mm), that allow water to pass through easily. The void content can range from 15 to 35%, with typical compressive strengths of 400 to 4000 psi (2.8 to 28 Mpa). The drainage rate of pervious concrete pavement will vary with aggregate size and density of the mixture, but will generally fall into the range of 2 to 18 gal.\/ min\/ft2 (81 to 730 L\/min\/m2). Pervious concrete is widely recognized as a sustainable building material, as it reduces stormwater runoff, improves stormwater quality, may recharge groundwater supplies, and can reduce the impact of the urban heat island effect. Keywords: construction; design; drainage; green building; LEED\u00ae credit; permeability; pervious concrete pavement; stormwater; sustainability; testing.<\/p>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
3<\/td>\nCONTENTS
CONTENTS <\/td>\n<\/tr>\n
4<\/td>\nCHAPTER 1\u2014 INTRODUCTION AND SCOPE
CHAPTER 1\u2014 INTRODUCTION AND SCOPE
1.1\u2014 Introduction
1.1\u2014 Introduction
1.2\u2013\u2013Scope
1.2\u2013\u2013Scope <\/td>\n<\/tr>\n
5<\/td>\nCHAPTER 2\u2014 NOTATION AND DEFINITIONS
CHAPTER 2\u2014 NOTATION AND DEFINITIONS
2.1\u2014Notation
2.1\u2014Notation
2.2\u2014Definitions
2.2\u2014Definitions
CHAPTER 3\u2014 APPLICATIONS
CHAPTER 3\u2014 APPLICATIONS
3.1\u2014 General
3.1\u2014 General <\/td>\n<\/tr>\n
6<\/td>\n3.2\u2014Building applications: history
3.2\u2014Building applications: history
3.3\u2014Pavement applications
3.3\u2014Pavement applications <\/td>\n<\/tr>\n
7<\/td>\n3.3.1 Surface course
3.3.1 Surface course
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\u2014Other applications
3.4\u2014Other applications
3.4.1 Drains
3.4.1 Drains
3.4.2 Greenhouses
3.4.2 Greenhouses <\/td>\n<\/tr>\n
8<\/td>\n3.4.3 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\u2014 MATERIALS
CHAPTER 4\u2014 MATERIALS
4.1\u2014 General
4.1\u2014 General
4.2\u2014Aggregates
4.2\u2014Aggregates
4.3\u2014Cementitious materials
4.3\u2014Cementitious materials
4.4\u2014Water
4.4\u2014Water
4.5\u2014Admixtures
4.5\u2014Admixtures <\/td>\n<\/tr>\n
9<\/td>\nCHAPTER 5\u2014 PROPERTIES
CHAPTER 5\u2014 PROPERTIES
5.1\u2014General
5.1\u2014General
5.2\u2014Compressive strength
5.2\u2014Compressive strength <\/td>\n<\/tr>\n
10<\/td>\n5.3\u2014Flexural strength
5.3\u2014Flexural strength <\/td>\n<\/tr>\n
11<\/td>\n5.4\u2014Void content\/density
5.4\u2014Void content\/density
5.5\u2014Pore sizes
5.5\u2014Pore sizes <\/td>\n<\/tr>\n
12<\/td>\n5.6\u2014Percolation rate
5.6\u2014Percolation rate <\/td>\n<\/tr>\n
13<\/td>\n5.7\u2014Durability
5.7\u2014Durability <\/td>\n<\/tr>\n
14<\/td>\n5.8\u2014Toughness
5.8\u2014Toughness
5.9\u2014Acoustic absorption
5.9\u2014Acoustic absorption
CHAPTER 6\u2014 PERVIOUS CONCRETE MIXTURE PROPORTIONING
CHAPTER 6\u2014 PERVIOUS CONCRETE MIXTURE PROPORTIONING
6.1\u2014 General
6.1\u2014 General
6.2\u2014Materials
6.2\u2014Materials <\/td>\n<\/tr>\n
15<\/td>\n6.3\u2014Water-cementitious material ratio
6.3\u2014Water-cementitious material ratio
6.4\u2014Void content
6.4\u2014Void content
6.5\u2014Amount of coarse aggregate
6.5\u2014Amount of coarse aggregate
6.6\u2014Paste volume, cement, and water contents
6.6\u2014Paste volume, cement, and water contents <\/td>\n<\/tr>\n
16<\/td>\n6.7\u2014Proportioning procedure
6.7\u2014Proportioning procedure
6.7.1 b\/bo method
6.7.1 b\/bo method <\/td>\n<\/tr>\n
17<\/td>\n6.8\u2014Typical ranges of materials
6.8\u2014Typical ranges of materials
CHAPTER 7\u2014 PERVIOUS PAVEMENT DESIGN
CHAPTER 7\u2014 PERVIOUS PAVEMENT DESIGN
7.1\u2014 Introduction
7.1\u2014 Introduction
7.2\u2014Structural design
7.2\u2014Structural design
7.2.1 Subgrade and subbase
7.2.1 Subgrade and subbase <\/td>\n<\/tr>\n
18<\/td>\n7.2.2 Concrete strength
7.2.2 Concrete strength
7.2.3 Structural thickness selection
7.2.3 Structural thickness selection
7.3\u2014Stormwater management design
7.3\u2014Stormwater management design
7.3.1 General
7.3.1 General
7.3.1.1
7.3.1.1
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 <\/td>\n<\/tr>\n
19<\/td>\n7.3.2 Pervious pavement maintenance
7.3.2 Pervious pavement maintenance <\/td>\n<\/tr>\n
20<\/td>\n7.3.3 Drainage design
7.3.3 Drainage design <\/td>\n<\/tr>\n
21<\/td>\n7.3.4 Pervious area credit
7.3.4 Pervious area credit
7.3.5 Design example
7.3.5 Design example <\/td>\n<\/tr>\n
22<\/td>\n7.4\u2014Other considerations
7.4\u2014Other considerations
CHAPTER 8\u2014 PERVIOUS PAVEMENT CONSTRUCTION
CHAPTER 8\u2014 PERVIOUS PAVEMENT CONSTRUCTION <\/td>\n<\/tr>\n
23<\/td>\n8.1\u2014General construction principles
8.1\u2014General construction principles
8.2\u2014Subgrade\/subbase preparation
8.2\u2014Subgrade\/subbase preparation
8.3\u2014Placing
8.3\u2014Placing
8.3.1 Forms
8.3.1 Forms
8.3.2 Depositing concrete
8.3.2 Depositing concrete <\/td>\n<\/tr>\n
24<\/td>\n8.3.3 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 <\/td>\n<\/tr>\n
25<\/td>\n8.3.6 Using pavement as a form
8.3.6 Using pavement as a form
8.4\u2014Consolidation
8.4\u2014Consolidation
8.5\u2014Jointing
8.5\u2014Jointing <\/td>\n<\/tr>\n
26<\/td>\n8.6\u2014Curing and protection
8.6\u2014Curing and protection <\/td>\n<\/tr>\n
27<\/td>\n8.7\u2014Cold weather protection
8.7\u2014Cold weather protection
8.8\u2014Hot weather protection
8.8\u2014Hot weather protection
8.9\u2014Repairing pervious concrete pavements
8.9\u2014Repairing pervious concrete pavements
8.9.1 Grinding
8.9.1 Grinding <\/td>\n<\/tr>\n
28<\/td>\n8.9.2 Holes or low spots
8.9.2 Holes or low spots
8.9.3 Utility cuts
8.9.3 Utility cuts
8.10\u2014Maintenance
8.10\u2014Maintenance
CHAPTER 9\u2014 QUALITY CONTROL INSPECTION AND TESTING
CHAPTER 9\u2014 QUALITY CONTROL INSPECTION AND TESTING
9.1\u2014 General
9.1\u2014 General
9.2\u2014Preconstruction inspection and testing
9.2\u2014Preconstruction inspection and testing
9.3\u2014Inspection and testing during construction
9.3\u2014Inspection and testing during construction <\/td>\n<\/tr>\n
29<\/td>\n9.4\u2014Postconstruction inspection and testing
9.4\u2014Postconstruction inspection and testing
CHAPTER 10\u2014 PERFORMANCE
CHAPTER 10\u2014 PERFORMANCE
10.1\u2014 General
10.1\u2014 General <\/td>\n<\/tr>\n
30<\/td>\n10.2\u2014Changes in infiltration rates
10.2\u2014Changes in infiltration rates
10.3\u2014Structural distress
10.3\u2014Structural distress
10.4\u2014Surface distress
10.4\u2014Surface distress
10.5\u2014Resistance to freezing and thawing
10.5\u2014Resistance to freezing and thawing <\/td>\n<\/tr>\n
31<\/td>\nCHAPTER 11\u2014 LIMITATIONS, POTENTIAL APPLICATIONS, AND RESEARCH NEEDS
CHAPTER 11\u2014 LIMITATIONS, POTENTIAL APPLICATIONS, AND RESEARCH NEEDS
11.1\u2014 Pervious concrete in cold climates
11.1\u2014 Pervious concrete in cold climates
11.2\u2014Strength determinations and limitations
11.2\u2014Strength determinations and limitations <\/td>\n<\/tr>\n
32<\/td>\n11.3\u2014Characterization of the material structure
11.3\u2014Characterization of the material structure
11.4\u2014Freezing-and-thawing and cold climate applications
11.4\u2014Freezing-and-thawing and cold climate applications
11.5\u2014Porous grout
11.5\u2014Porous grout <\/td>\n<\/tr>\n
33<\/td>\n11.6\u2014Stormwater management
11.6\u2014Stormwater management <\/td>\n<\/tr>\n
34<\/td>\n11.7\u2014Environmental filtering\/remediation potential
11.7\u2014Environmental filtering\/remediation potential
11.8\u2014Surface deterioration and repair
11.8\u2014Surface deterioration and repair
11.9\u2014Development and standardization of broader testing methods
11.9\u2014Development and standardization of broader testing methods
11.10\u2013\u2013Nondestructive determination of performance and properties
11.10\u2013\u2013Nondestructive determination of performance and properties <\/td>\n<\/tr>\n
35<\/td>\n11.11\u2014Urban heat island effect, carbonation, and other thermal properties
11.11\u2014Urban heat island effect, carbonation, and other thermal properties
11.12\u2014Other novel applications and uses
11.12\u2014Other novel applications and uses
CHAPTER 12\u2014 THE ENVIRONMENT AND PERVIOUS CONCRETE
CHAPTER 12\u2014 THE ENVIRONMENT AND PERVIOUS CONCRETE <\/td>\n<\/tr>\n
36<\/td>\n12.1\u2014Pervious concrete and the LEED\u00ae green
\nbuilding rating system
12.1\u2014Pervious concrete and the LEED\u00ae green
\nbuilding rating system
12.1.1 Stormwater Control: LEED\u2122 2009 Credits SSc6.1Stormwater Design \u2013 Quantity Control and SS-c6.2Stormwater Design \u2013 Qualtity Control
12.1.1 Stormwater Control: LEED\u2122 2009 Credits SSc6.1Stormwater Design \u2013 Quantity Control and SS-c6.2Stormwater Design \u2013 Qualtity Control
12.1.2 Heat Island Effect: LEED\u2122 2009 Credit SS-c7.1Heat Island Effect \u2013 Non-Roof
12.1.2 Heat Island Effect: LEED\u2122 2009 Credit SS-c7.1Heat Island Effect \u2013 Non-Roof <\/td>\n<\/tr>\n
37<\/td>\n12.1.3 Water Efficiency: LEED\u2122 2009 Credit WE-c1Water Efficient Landscaping
12.1.3 Water Efficiency: LEED\u2122 2009 Credit WE-c1Water Efficient Landscaping
12.1.4 Materials and Resources: LEED\u2122 2009 CreditMR-c4 Recycled Content
12.1.4 Materials and Resources: LEED\u2122 2009 CreditMR-c4 Recycled Content
12.1.5 Regional Materials: LEED\u2122 2009 Credit MR-c5Regional Materials
12.1.5 Regional Materials: LEED\u2122 2009 Credit MR-c5Regional Materials <\/td>\n<\/tr>\n
38<\/td>\n12.1.6 Innovation in Design: LEED\u2122 2009 IDc1 Innovationin Design
12.1.6 Innovation in Design: LEED\u2122 2009 IDc1 Innovationin Design
12.1.7 Regional Priorities: LEED\u2122 2009 RegionallyPriorities
12.1.7 Regional Priorities: LEED\u2122 2009 RegionallyPriorities
CHAPTER 13\u2014 REFERENCES
CHAPTER 13\u2014 REFERENCES
13.1\u2014 Referenced standards and reports
13.1\u2014 Referenced standards and reports <\/td>\n<\/tr>\n
39<\/td>\n13.2\u2014Cited references
13.2\u2014Cited references <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

522R-10 Report on Pervious Concrete (Reapproved 2011), First Printing: March 2010 – Errata as of 8\/8\/2017<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ACI<\/b><\/a><\/td>\n2010<\/td>\n44<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":161144,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2650],"product_tag":[],"class_list":{"0":"post-161142","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-aci","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/161142","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/161144"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=161142"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=161142"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=161142"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}