Concrete Strength Required to Open to Traffic

The current empirical methods for determining traffic-opening criteria can be overly conservative causing unnecessary construction delays and user costs. The research described here recommends innovative mechanistic-based procedures for monitoring concrete early age development and evaluating the effect of early traffic opening on long-term damage accumulation. The procedure utilizes recent developments in nondestructive testing to optimize traffic opening timing without jeopardizing pavement longevity. These tasks were achieved via extensive field and laboratory experiments allowing for the analysis of variables such as curing condition and loading type with respect to the effect of early loading of concrete. The results of these efforts culminated in the development of a program that analyzes the effect of design and opening time decisions on pavement damage. The deliverable can be utilized by transportation agencies to make more informed decisions.

  • Record URL:
  • Corporate Authors:

    University of Minnesota, Twin Cities

    Department of Civil, Environmental, and Geo-Engineering
    500 Pillsbury Drive, SE
    Minneapolis, MN  United States  55455-0116

    Minnesota Department of Transportation

    Research Services Section, 395 John Ireland Boulevard, Mail Stop 330
    St Paul, MN  United States  55155
  • Authors:
    • Freeseman, Katelyn
    • Hoegh, Kyle
    • Khazanovich, Lev
  • Publication Date: 2016-1

Language

  • English

Media Info

  • Media Type: Digital/other
  • Edition: Final Report
  • Features: Appendices; Figures; References; Tables;
  • Pagination: 95p

Subject/Index Terms

Filing Info

  • Accession Number: 01587608
  • Record Type: Publication
  • Report/Paper Numbers: MN/RC 2016-01, CTS # 2014014
  • Contract Numbers: (c) 99008 (wo) 105
  • Files: TRIS, ATRI, STATEDOT
  • Created Date: Jan 27 2016 5:11PM