Comparison of Non-Destructive Test Results with Core Strengths Observed in the FHWA Highway Materials Engineering Course

Results of compressive strength of drilled cores are compared with the results of rebound hammer (ASTM C805), penetration resistance (C803), ultrasonic pulse velocity (C597), and the pull-out test (C900). All results were obtained at an age of 3 days. These tests were repeated 12 times over 15 years as an integral component of Federal Highway Administration's (FHWA’s) “Highway Materials Short Course Portland cement conrete (PCC) Module,” conducted as a hands-on demonstration of non-destructive test (NDT) methods and variability of measured strength within a single load of concrete. Participants sampled concrete from the truck, made specimens, and cured them under both laboratory and field conditions. Each team also cast one concrete slab (4ft. x 4ft. x 8in. thick) from which three cores were extracted, and upon which NDT tests were performed. Compilation of the multi-year data-set demonstrates broadly scattered test results in both core and NDT tests. In any given year all specimens were made with concrete sampled from the same single truckload. In the general case, broad correlations or trends could be identified between results of NDT tests and core strength. The precision with which one could infer in-place strength from NDT results varied considerably, with better results often obtainable within, rather than across, a given concrete mixture and set of curing conditions. The utility of generic calibrations accompanying NDT equipment varied considerably.

Language

  • English

Media Info

  • Media Type: Digital/other
  • Features: Figures; References; Tables;
  • Pagination: 19p
  • Monograph Title: TRB 94th Annual Meeting Compendium of Papers

Subject/Index Terms

Filing Info

  • Accession Number: 01555077
  • Record Type: Publication
  • Report/Paper Numbers: 15-1927
  • Files: PRP, TRIS, TRB, ATRI
  • Created Date: Feb 26 2015 10:03AM