Summary Findings of Re-engineered Continuously Reinforced Concrete Pavement: Volume 1

This research project conducted laboratory testing on the design and impact of internal curing on concrete paving mixtures with supplementary cementitious materials and evaluated field test sections for the performance of crack properties and continuously reinforced concrete pavement (CRCP) structure under environmental and falling weight deflectometer (FWD) loading. Three experimental CRCP sections on Illinois Route 390 near Itasca, IL and two continuously reinforced concrete beams at University of Illinois at Urbana-Champaign (UIUC) Advanced Transportation Research and Engineering Laboratory (ATREL) test facilities were constructed and monitored. Erodibility testing was performed on foundation materials to determine the likelihood of certain combinations of materials as suitable base/subbase layers. A new post-tensioning system for CRCP was also evaluated for increased performance and cost-effectiveness. This report volume summarizes the three year research effort evaluating design, material, and construction features that have the potential for reducing the initial cost of CRCP without compromising its long-term performance.

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  • Corporate Authors:

    University of Illinois, Urbana-Champaign

    Illinois Center for Transportation
    Department of Civil and Environmental Engineering
    Urbana, IL  United States  61801

    Illinois State Toll Highway Authority

    2700 Ogden Avenue
    Downers Grove, IL  United States  60515-1703
  • Authors:
    • Roesler, Jeffery
    • Dahal, Sachindra
    • Zollinger, Dan
    • Weiss, W Jason
  • Publication Date: 2021-5

Language

  • English

Media Info

Subject/Index Terms

Filing Info

  • Accession Number: 01774778
  • Record Type: Publication
  • Report/Paper Numbers: ICT-21-011, UILU-ENG-2021-2011
  • Files: NTL, TRIS
  • Created Date: Jun 23 2021 2:35PM