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Making a Transition to the LRFD Bridge Specifications

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PCI Interim Guidelines for Self-Consolidating Concrete ... Freeze-thaw resistance HPC. www.fhwa.dot.gov/bridge. Closing Remark ... – PowerPoint PPT presentation

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Title: Making a Transition to the LRFD Bridge Specifications


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SCC at Auburn University
SCC in Drilled Shafts
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Current Limitations
  • Test Standards
  • Limited experience
  • Cost implications
  • Structural design specifications
  • Construction specifications

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Guidelines and Specifications
  • PCI Interim Guidelines for Self-Consolidating
    Concrete
  • ACI Committee 237 Self-Consolidating Concrete
    Emerging Technology Series
  • ACI Committee 211 Proportioning SCC
  • ASTM Test Methods Slump Flow, Column
    Segregation, J-Ring

9
DOT Acceptance of SCC
  • Alabama
  • California
  • Colorado
  • Delaware
  • Florida
  • Hawaii
  • Illinois
  • Iowa
  • Kansas
  • Maine
  • Maryland
  • Minnesota
  • Nebraska
  • Nevada
  • New Hampshire
  • New Jersey
  • New York
  • Ohio
  • Oregon
  • Pennsylvania
  • South Carolina
  • Tennessee
  • Texas
  • Washington
  • Utah
  • Virginia

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Innovative Bridge Research and Construction (IBRC)
  • Colorado Nebraska
  • Hawaii New Hampshire
  • Kansas South Carolina
  • Michigan Virginia

11
NCHRP Study
  • NCHRP Project 18-12 SCC for PC, PS Concrete
    Bridge Elements
  • Deliverables
  • Develop properties and performance criteria
  • Provide mix design recommendations
  • Recommend Test Methods
  • Fresh and Hardened Properties
  • Durability characteristics
  • Structural Design and Construction Specifications

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Performance Specifications
  • Workability
  • Slump flow gt 24
  • Remain flowable ? 90 minutes
  • Withstand a slope of 3
  • Pumpable ? 90 minutes through pipes ? 100 Yds long

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Performance Specifications
  • Mechanical Properties
  • 28 day comp. Strength Similar to HPC
  • Creep and Shrinkage Similar to HPC
  • Durability
  • Freeze-thaw resistance ? HPC
  • www.fhwa.dot.gov/bridge

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Closing Remark
  • Design SCC to meet project needs
  • Work and Experiment together
  • Designer
  • Specification Writer
  • Materials Engineer
  • Contractor
  • Subcontractor/Supplier
  • SCC has major technical and economic
    advantages

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Can we afford not to considerSCC?
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Good HPC But poor consolidation!
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Good HPC, But poor consolidation!
SCC would have cost too much?
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Drilled shafts with congested reinforcement
High slump concrete would not do it.
SCC will work!
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Think SCC in your next project!
  • Intricate and complex forms
  • Congested reinforcement
  • Architectural surfaces
  • Precast/Prefabricated elements
  • Quality and high productivity

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Experience the excitement ofSelf-Consolidating
Concrete!
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