{"id":384539,"date":"2024-10-20T03:26:39","date_gmt":"2024-10-20T03:26:39","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-301m-2020\/"},"modified":"2024-10-26T06:16:13","modified_gmt":"2024-10-26T06:16:13","slug":"aci-301m-2020","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-301m-2020\/","title":{"rendered":"ACI 301M 2020"},"content":{"rendered":"
This is a Reference Specification that the Architect\/Engineer can apply to projects involving concrete construction by citing it in the Project Specification. A mandatory requirements checklist and an optional requirements checklist are provided to assist the Architect\/Engineer in supplementing the provisions of this Specification as required or needed by designating or specifying individual project requirements. The first five sections of this Specification cover general requirements for concrete construction. These sections cover materials and proportioning of concrete; reinforcement and prestressing steel; production, placing, finishing, and curing of concrete; formwork performance criteria and construction; treatment of joints; embedded items; repair of surface defects; and finishing of formed and unformed surfaces. Provisions governing testing, evaluation, and acceptance of concrete as well as acceptance of the structures are included. The remaining sections are devoted to architectural concrete, lightweight concrete, mass concrete, posttensioned concrete, shrinkage-compensating concrete for interior slabs, industrial floor slabs, tilt-up construction, precast structural concrete, and precast architectural concrete. The materials, processes, quality control measures, and inspections described in this document should be tested, monitored, or performed as applicable only by individuals holding the appropriate ACI Certification or equivalent. Keywords: architectural concrete; cold weather; compressive strength; consolidation; curing; durability; finish; formwork; grouting; hot weather; industrial floors; inspection; joints; lightweight concrete; mass concrete; mixture proportions; placing; post-tensioned concrete; precast concrete; prestressing steel; repair; reshoring; shoring; shrinkage-compensating concrete; slabs-on-ground; steel reinforcement; testing; tilt-up; tolerance; welded wire reinforcement<\/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 | ||||||
5<\/td>\n | SECTION 1\u2014GENERAL REQUIREMENTS 1.1\u2014Scope 1.2\u2014Interpretation 1.3\u2014Definitions <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | 1.4\u2014Referenced standards <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | 1.5\u2014Submittals 1.6\u2014Preconstruction conference 1.7\u2014Testing and inspection <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | 1.8\u2014Acceptance of structure <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | 1.9\u2014Protection of in-place concrete SECTION 2\u2014FORMWORK AND FORMWORK ACCESSORIES 2.1\u2014General 2.2\u2014Products <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | 2.3\u2014Execution <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | SECTION 3\u2014REINFORCEMENT AND REINFORCEMENT SUPPORTS 3.1\u2014General <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | 3.2\u2014Products <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | 3.3\u2014Execution <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | SECTION 4\u2014CONCRETE MIXTURES 4.1\u2014General <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | 4.2\u2014Products <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | 4.3\u2014Execution <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | SECTION 5\u2014HANDLING, PLACING, AND CONSTRUCTING 5.1\u2014General 5.2\u2014Products <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | 5.3\u2014Execution <\/td>\n<\/tr>\n | ||||||
31<\/td>\n | SECTION 6\u2014ARCHITECTURAL CONCRETE 6.1\u2014General <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | 6.2\u2014Products <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | 6.3\u2014Execution <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | SECTION 7\u2014LIGHTWEIGHT CONCRETE 7.1\u2014General 7.2\u2014Products 7.3\u2014Execution <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | SECTION 8\u2014MASS CONCRETE 8.1\u2014General 8.2\u2014Products 8.3\u2014Execution <\/td>\n<\/tr>\n | ||||||
36<\/td>\n | SECTION 9\u2014POST-TENSIONED CONCRETE 9.1\u2014General <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | 9.2\u2014Products 9.3\u2014Execution <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | SECTION 10\u2014SHRINKAGE-COMPENSATING CONCRETE FOR INTERIOR SLABS 10.1\u2014General <\/td>\n<\/tr>\n | ||||||
42<\/td>\n | 10.2\u2014Products 10.3\u2014Execution SECTION 11\u2014INDUSTRIAL FLOOR SLABS 11.1\u2014General <\/td>\n<\/tr>\n | ||||||
43<\/td>\n | 11.2\u2014Products 11.3\u2014Execution <\/td>\n<\/tr>\n | ||||||
44<\/td>\n | SECTION 12\u2014TILT-UP CONSTRUCTION 12.1\u2014General 12.2\u2014Products <\/td>\n<\/tr>\n | ||||||
45<\/td>\n | 12.3\u2014Execution <\/td>\n<\/tr>\n | ||||||
46<\/td>\n | SECTION 13\u2014PRECAST STRUCTURAL CONCRETE 13.1\u2014General <\/td>\n<\/tr>\n | ||||||
47<\/td>\n | 13.2\u2014Products <\/td>\n<\/tr>\n | ||||||
51<\/td>\n | 13.3\u2014Execution <\/td>\n<\/tr>\n | ||||||
52<\/td>\n | SECTION 14\u2014PRECAST ARCHITECTURAL CONCRETE 14.1\u2014General <\/td>\n<\/tr>\n | ||||||
53<\/td>\n | 14.2\u2014Products <\/td>\n<\/tr>\n | ||||||
56<\/td>\n | 14.3\u2014Execution (Nonmandatory information follows) NOTES TO SPECIFIER General notes Foreword to checklists <\/td>\n<\/tr>\n | ||||||
58<\/td>\n | Authored references <\/td>\n<\/tr>\n | ||||||
59<\/td>\n | MANDATORY REQUIREMENTS CHECKLIST <\/td>\n<\/tr>\n | ||||||
62<\/td>\n | OPTIONAL REQUIREMENTS CHECKLIST <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" ACI SPEC-301-20: Specifications for Concrete Construction (SI Units)<\/b><\/p>\n |