Influence of Internal Curing on Measured Resistivity

The objective of this research is to characterize the surface resistivity of both normal concrete and internally cured concrete in laboratory conditions and better identify the effects of coarse aggregate source, i.e. siliceous versus carbonate, on surface resistivity measurements.

Language

• English

Project

• Status: Active
• Funding: $53113
• Contract Numbers:

  18-6C

  1000245

• Sponsor Organizations:

  Federal Highway Administration

  5304 Flanders Drive, Suite A
  Baton Rouge, LA  United States  70808
• Managing Organizations:

  Louisiana Transportation Research Center

  4101 Gourrier Avenue
  Baton Rouge, LA  United States  70808

  Louisiana Department of Transportation

  P.O. Box 94245
  1201 Capitol Access Road
  Baton Rouge, LA  United States  70804-9245
• Project Managers:

  Cooper, Samuel

• Performing Organizations:

  Louisiana Transportation Research Center

  4101 Gourrier Avenue
  Baton Rouge, LA  United States  70808
• Principal Investigators:

  Rupnow, Tyson

• Start Date: 20180401
• Expected Completion Date: 20190401
• Actual Completion Date: 0

Subject/Index Terms

• TRT Terms: Coarse aggregates; Concrete; Concrete curing; Electrical resistivity
• Subject Areas: Highways; Materials; Pavements;

Filing Info

• Accession Number: 01664246
• Record Type: Research project
• Source Agency: Louisiana Transportation Research Center
• Contract Numbers: 18-6C, 1000245
• Files: RIP, STATEDOT
• Created Date: Mar 27 2018 10:05AM