Long-Term Performance of Epoxy Adhesive Anchor Systems (2013) / Chapter Skim
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Pages 221-225
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N-1 A P P E N D I X N AASHTO Standards and Specifications Flowchart
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N-2 AASHTO LRFD Bridge Design Specifications 318-11 Building Code Requirements for Structural Concrete AASHTO Standard Specifications for Transportation Materials & Methods of Sampling and Testing AASHTO LRFD Bridge Construction Specifications ICC-ES AC308 testing criteria ACI 355.4 qualification procedure PAGE 1/4NCHRP 04-37 AASHTO ADHESIVE ANCHOR FLOWCHART – INTRODUCTION AND LEGEND START FINISHTESTING (page 2) DESIGN (page 3)
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N-3 Manufacturer submits product for acceptance testing Testing Product testing at Independent Testing & Evaluation Agency (ITEA) ACI 355.4 ESR (with extra approvals)
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N-4 Steel Strength AASHTO LRFD Design 6.13.2.10 Concrete Breakout AASHTO LRFD Design X.Y.4 Bond Failure AASHTO LRFD Design X.Y.3 Design for Tension AASHTO LRFD Design X.Y Choose materials & resistance factors AASHTO LRFD Design X.Y.2 Calculate Factored Loads ( Q) AASHTO LRFD Design Design Obtain Loads NCHRP 04-37 AASHTO ADHESIVE ANCHOR FLOWCHART - DESIGN Meet requirements of AASHTO Design X.Y.1?
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N-5 Construction f'c > 2500 psi Concrete age > 21 days? Y N N Horizontal or Upward Install Install per MPII N Install per MPII by ACI/CRSI Adhesive Anchor Certified Installer YContinuous Inspection Special Inspection Proof Loading (some)
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