{"id":436004,"date":"2024-10-20T07:52:27","date_gmt":"2024-10-20T07:52:27","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-522-2023\/"},"modified":"2024-10-26T14:53:53","modified_gmt":"2024-10-26T14:53:53","slug":"aci-522-2023","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-522-2023\/","title":{"rendered":"ACI 522 2023"},"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 Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
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3<\/td>\n | TITLE PAGE <\/td>\n<\/tr>\n | ||||||
4<\/td>\n | CHAPTER 1\u2014INTRODUCTION AND SCOPE 1.1\u2014Introduction <\/td>\n<\/tr>\n | ||||||
5<\/td>\n | 1.2\u2014Scope CHAPTER 2\u2014NOTATION AND DEFINITIONS 2.1\u2014Notation 2.2\u2014Definitions <\/td>\n<\/tr>\n | ||||||
6<\/td>\n | CHAPTER 3\u2014APPLICATIONS 3.1\u2014General 3.2\u2014Building applications: history <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | 3.3\u2014Pavement applications <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | 3.4\u2014Other applications CHAPTER 4\u2014MATERIALS 4.1\u2014General 4.2\u2014Aggregates for use in pervious concrete <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | 4.3\u2014Cementitious materials 4.4\u2014Water 4.5\u2014Admixtures CHAPTER 5\u2014PROPERTIES 5.1\u2014General 5.2\u2014Permeability <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | 5.3\u2014Compressive strength <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | 5.4\u2014Flexural strength <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | 5.5\u2014Durability under freezing-and-thawing conditions <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | 5.6\u2014Surface abrasion and raveling resistance <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | 5.7\u2014Fracture toughness 5.8\u2014Acoustic absorption 5.9\u2014Slip and fall prevention <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | 5.10\u2014Urban heat island mitigation 5.11\u2014Pollutant removal capacity CHAPTER 6\u2014PERVIOUS CONCRETE MIXTURE PROPORTIONING 6.1\u2014General discussion of proportioning 6.2\u2014Proportioning criteria <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | 6.3\u2014Proportioning process <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | 6.4\u2014Mixture proportioning process examples <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | CHAPTER 7\u2014PERVIOUS PAVEMENT DESIGN 7.1\u2014Introduction 7.2\u2014Site design 7.3\u2014Structural design <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | 7.4\u2014Stormwater management design <\/td>\n<\/tr>\n | ||||||
31<\/td>\n | 7.5\u2014Other considerations <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | CHAPTER 8\u2014PERVIOUS PAVEMENT CONSTRUCTION 8.1\u2014General construction principles 8.2\u2014Subgrade\/subbase preparation <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | 8.3\u2014Placing <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | 8.4\u2014Compaction and finishing 8.5\u2014Jointing 8.6\u2014Curing and protection <\/td>\n<\/tr>\n | ||||||
37<\/td>\n | 8.7\u2014Cold weather protection 8.8\u2014Hot weather protection CHAPTER 9\u2014QUALITY CONTROL AND ASSURANCE INSPECTION AND TESTING 9.1\u2014General 9.2\u2014Preconstruction inspection and testing <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | 9.3\u2014Inspection and testing during construction 9.4\u2014Postconstruction inspection and testing <\/td>\n<\/tr>\n | ||||||
39<\/td>\n | CHAPTER 10\u2014PERFORMANCE 10.1\u2014General 10.2\u2014Changes in infiltration rates <\/td>\n<\/tr>\n | ||||||
40<\/td>\n | 10.3\u2014Structural distress 10.4\u2014Surface distress 10.5\u2014Resistance to freezing and thawing <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | 10.6\u2014Resistance to deicers 10.7\u2014Repairing pervious concrete pavements <\/td>\n<\/tr>\n | ||||||
42<\/td>\n | 10.8\u2014Maintenance 10.9\u2014Pervious concrete overlay field durability and performance <\/td>\n<\/tr>\n | ||||||
43<\/td>\n | CHAPTER 11\u2014LIMITATIONS, POTENTIAL APPLICATIONS, AND RESEARCH NEEDS 11.1\u2014Pervious concrete in cold climates <\/td>\n<\/tr>\n | ||||||
44<\/td>\n | 11.2\u2014Characterization of the material structure 11.3\u2014Strength and other testing needs and limitations <\/td>\n<\/tr>\n | ||||||
45<\/td>\n | 11.4\u2013\u2013Nondestructive determination of performance and properties 11.5\u2014Stormwater management <\/td>\n<\/tr>\n | ||||||
46<\/td>\n | 11.6\u2014Urban heat island effect, carbonation, and other thermal properties <\/td>\n<\/tr>\n | ||||||
47<\/td>\n | 11.7\u2014Construction, operation, and maintenance needs 11.8\u2014Other novel applications and uses <\/td>\n<\/tr>\n | ||||||
48<\/td>\n | CHAPTER 12\u2014THE ENVIRONMENT AND PERVIOUS CONCRETE CHAPTER 13\u2014REFERENCES <\/td>\n<\/tr>\n | ||||||
49<\/td>\n | Authored documents <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" ACI PRC-522-23: Pervious Concrete\u2014Report<\/b><\/p>\n |