ACI 346M 09 2009
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346M-09: Specification for Cast-in-Place Concrete Pipe – METRIC
Published By | Publication Date | Number of Pages |
ACI | 2009 | 10 |
Architect/Engineer can make this specification applicable to any project by citing it in the Project Specification. Supplements can be made by designating or specifying individual project requirements as needed. This document must be used in conjunction with ACI 301M. Inclusion of this document in a Project Specification, with mandatory checklist items, will provide necessary default values for mandatory checklist items in ACI 301M. Keywords: cast-in-place concrete pipe (CIPCP); circumferential cracking; concrete pipe; longitudinal cracking; no-joint pipe.
PDF Catalog
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3 | CONTENTS PART 1— GENERAL 1.1— Scope 1.1.1 1.1.2 1.2—Definitions |
4 | 1.3—Referenced standards 1.3.1 ACI standards 1.3.2 ASTM standards 1.4—System description 1.5—Submittals 1.5.1 Pipe geometry reports 1.5.2 Concrete mixture 1.5.3 Test reports 1.5.4 Sealants 1.5.5 Quality assurance PART 2— PRODUCTS 2.1— Materials 2.1.1 Concrete 2.1.1.1 Slump 2.1.1.2 Compressive strength 2.1.1.3 Sulfate resistance 2.1.2 Reinforcement dowel 2.1.3 Sealant 2.1.4 Polyethylene film 2.1.5 Curing compound |
5 | PART 3— EXECUTION 3.1— Preparation 3.1.1 Trench 3.1.1.1 Excavation 3.1.1.2 Unstable soils 3.1.1.2.a 3.1.1.3 Trench repair 3.1.1.4 Backfill material 3.2—Construction 3.2.1 Tolerances and geometry 3.2.1.1 Horizontal and vertical alignment 3.2.1.1.a Grade 3.2.1.1.b Alignment 3.2.1.2 Wall thickness 3.2.1.3 Pipe diameter tolerances 3.2.1.4 Offset tolerances 3.2.2 Concrete placement 3.2.2.1 Placement method 3.2.2.2 Construction joint 3.2.2.2.a Cold joint 3.2.2.2.b Collar 3.2.2.3 Finish 3.2.3 Curing, backfilling, and cleanup 3.2.3.1 Curing 3.2.3.2 Exterior curing 3.2.3.2.a Polyethylene film curing method 3.2.3.2.b Pigmented membrane-curing compound method 3.2.3.3 Interior curing 3.2.3.4 Backfill operations |
6 | 3.2.3.4.a 3.2.3.4.b 3.3—Repair 3.3.1 Crack repair 3.3.2 Circumferential cracks 3.3.3 Longitudinal cracks 3.3.3.1 3.4—Field quality control 3.4.1 Load tests 3.4.1.1 Sandbox test 3.4.1.2 Wheel load test 3.4.2 Hydrostatic test 3.4.3 Trench grade NOTES TO SPECIFIER General notes G1. G2. G3. G4. G5. FOREWORD TO CHECKLISTS F1. |
7 | F2. F3. F4. F5. F6. F7. Recommended References MANDATORY REQUIREMENTS CHECKLIST OPTIONAL REQUIREMENTS CHECKLIST |
8 | SUBMITTALS CHECKLIST |