Title: Making a Transition to the LRFD Bridge Specifications
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2Double click on picture to show video.
3SCC at Auburn University
SCC in Drilled Shafts
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7Current Limitations
- Test Standards
- Limited experience
- Cost implications
- Structural design specifications
- Construction specifications
8Guidelines 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
9DOT 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
10Innovative Bridge Research and Construction (IBRC)
- Colorado Nebraska
- Hawaii New Hampshire
- Kansas South Carolina
- Michigan Virginia
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11NCHRP 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
12Performance Specifications
- Workability
- Slump flow gt 24
- Remain flowable ? 90 minutes
- Withstand a slope of 3
- Pumpable ? 90 minutes through pipes ? 100 Yds long
13Performance 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
14Closing 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
15Can we afford not to considerSCC?
16Good HPC But poor consolidation!
17Good HPC, But poor consolidation!
SCC would have cost too much?
18Drilled shafts with congested reinforcement
High slump concrete would not do it.
SCC will work!
19Think SCC in your next project!
- Intricate and complex forms
- Congested reinforcement
- Architectural surfaces
- Precast/Prefabricated elements
- Quality and high productivity
20Experience the excitement ofSelf-Consolidating
Concrete!