{"id":160963,"date":"2024-10-19T09:40:08","date_gmt":"2024-10-19T09:40:08","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-440-5m-08-2008\/"},"modified":"2024-10-25T01:58:45","modified_gmt":"2024-10-25T01:58:45","slug":"aci-440-5m-08-2008","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-440-5m-08-2008\/","title":{"rendered":"ACI 440.5M 08 2008"},"content":{"rendered":"
Metric Version of 440.5-08 – PDF format only available This Reference Specification covers construction using fiber-reinforced polymer reinforcing bars that the Architect\/Engineer can make applicable to any construction project by citing it in the Project Specifications. The Architect\/Engineer supplements the provisions of this Reference Specification as needed by designating or specifying individual project requirements. Keywords: concrete; concrete construction; fiber-reinforced polymer reinforcement; placing; specification; tolerance.<\/p>\n
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3<\/td>\n | NOTE TO SPECIFIER NOTE TO SPECIFIER PREFACE PREFACE <\/td>\n<\/tr>\n | ||||||
4<\/td>\n | CONTENTS CONTENTS PART 1\u2014 GENERAL PART 1\u2014 GENERAL 1.1\u2014 Scope 1.1\u2014 Scope 1.1.1 Work specified 1.1.1 Work specified 1.1.2 Work not specified 1.1.2 Work not specified 1.2\u2014Definitions 1.2\u2014Definitions 1.3\u2014Reference standards 1.3\u2014Reference standards 1.3.1 Reference standards 1.3.1 Reference standards 1.3.1.1 ACI standards 1.3.1.1 ACI standards 1.4\u2014Submittals 1.4\u2014Submittals 1.4.1 1.4.1 1.4.1.1 FRP reinforcement 1.4.1.1 FRP reinforcement 1.4.1.2 Placing drawings 1.4.1.2 Placing drawings 1.4.1.3 Splices 1.4.1.3 Splices 1.4.1.4 Supports 1.4.1.4 Supports 1.4.2 FRP reinforcement relocation 1.4.2 FRP reinforcement relocation 1.4.3 Inspection and quality control 1.4.3 Inspection and quality control 1.5\u2014Materials delivery, storage, and handling 1.5\u2014Materials delivery, storage, and handling 1.5.1 1.5.1 1.5.2 1.5.2 1.5.3 1.5.3 1.5.4 1.5.4 PART 2\u2014 PRODUCTS PART 2\u2014 PRODUCTS 2.1\u2014 Materials 2.1\u2014 Materials 2.1.1 FRP reinforcing bars 2.1.1 FRP reinforcing bars <\/td>\n<\/tr>\n | ||||||
5<\/td>\n | 2.1.1.1 Permitted damage 2.1.1.1 Permitted damage 2.1.2 Grids and gratings 2.1.2 Grids and gratings 2.1.3 FRP reinforcement supports 2.1.3 FRP reinforcement supports 2.1.4 Precast concrete reinforcement supports 2.1.4 Precast concrete reinforcement supports 2.2\u2014Fabrication 2.2\u2014Fabrication 2.2.1 FRP reinforcement 2.2.1 FRP reinforcement PART 3\u2014 EXECUTION PART 3\u2014 EXECUTION 3.1\u2014 Preparation 3.1\u2014 Preparation 3.1.1 3.1.1 3.2\u2014Bar placement 3.2\u2014Bar placement 3.2.1 Tolerances 3.2.1 Tolerances 3.2.2 FRP reinforcement relocation 3.2.2 FRP reinforcement relocation 3.2.3 Concrete cover 3.2.3 Concrete cover 3.2.4 FRP reinforcement supports 3.2.4 FRP reinforcement supports 3.2.4.1 3.2.4.1 3.2.4.2 3.2.4.2 3.2.4.3 3.2.4.3 3.2.4.4 3.2.4.4 3.2.4.5 3.2.4.5 3.2.4.6 3.2.4.6 3.2.4.7 3.2.4.7 3.2.5 Mat reinforcement 3.2.5 Mat reinforcement <\/td>\n<\/tr>\n | ||||||
6<\/td>\n | 3.2.6 Splices 3.2.6 Splices 3.2.7 Field bending or straightening 3.2.7 Field bending or straightening 3.2.8 Factory-formed bends 3.2.8 Factory-formed bends 3.2.9 FRP reinforcement through expansion joint 3.2.9 FRP reinforcement through expansion joint 3.3\u2014Repair of fiber-reinforced polymer bars 3.3\u2014Repair of fiber-reinforced polymer bars 3.3.1 3.3.1 3.4\u2014Field cutting of fiber-reinforced polymer reinforcement 3.4\u2014Field cutting of fiber-reinforced polymer reinforcement 3.4.1 3.4.1 3.4.2 3.4.2 3.5\u2014Concrete placement 3.5\u2014Concrete placement <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | FOREWORD TO CHECKLISTS FOREWORD TO CHECKLISTS MANDATORY REQUIREMENTS CHECKLIST MANDATORY REQUIREMENTS CHECKLIST OPTIONAL REQUIREMENTS CHECKLIST OPTIONAL REQUIREMENTS CHECKLIST SUBMITTALS CHECKLIST SUBMITTALS CHECKLIST <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" 440.5M-08 Metric Specification for Construction with Fiber-Reinforced Polymer (FRP) Reinforcing Bars<\/b><\/p>\n |