Evaluation of high performance pavement and bridge deck wearing surface repair materials.

Details

• Creators:
  Delatte, Norbert ; Miller, Richard ; Asghar, Mohammad ; Sommerville, Alice ; Lesak, Andrew ; Amini, Kamran ; Susinskas, Larisa ; Woods, Jennifer
• Corporate Creators:
  Cleveland State University. Department of Civil and Environmental Engineering ; University of Cincinnati,. School of Advanced Structures
• Corporate Contributors:
  Ohio. Department of Transportation. Office of Statewide Planning and Research ; United States. Federal Highway Administration
• Subject/TRT Terms:
  • Bridge decks
  • Concrete pavements
  • High performance concrete
  • Wearing course (Pavements)
  • Concrete repair
  • materials selection
  • conventional portland
  • cement based materials
  • ultrafine portland cement
  • high
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• Publication/ Report Number:
  FHWA/OH-2016/15
• Resource Type:
  Tech Report
• Geographical Coverage:
  Ohio
• Corporate Publisher:
  Ohio. Department of Transportation. Office of Statewide Planning and Research
• Abstract:
  This project provided for a laboratory and field testing of several high performance repair materials for ; pavements and concrete bridge decks. The main purpose was to provide ODOT with materials and procedures ; to shorten road and bridge closures. The project was relatively complex with several phases. First, the repair ; materials for testing and the locations needed to be selected. This required a thorough review of the available ; literature, including the practices used by other state transportation agencies. Next, the repair materials were ; installed on pavements and bridge decks on three separate installation projects in ODOT District 8, two by the ; Great Lakes Construction Company (TGLCC), and two with ODOT maintenance crews. There was a cold ; weather installation on bridge decks and concrete pavements in March 2014, with two products rated for low ; temperatures, followed by a larger installation on concrete pavement with four other products in June 2014. ; The first two installations were carried out by TGLCC. These installations were monitored for two years from ; the first installation. In June 2015, five bridge deck patches with two materials were installed by the ODOT ; maintenance crews. In addition, a parallel laboratory testing program of the selected materials was carried out ; to evaluate performance and engineering properties. Finally, the specification recommendations were ; developed based on the literature review and project results. The phases of the project are documented in five ; separate graduate theses published at Cleveland State University.
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• Format:
  PDF
• Funding:
  SJN 134816
• Download URL:
  https://rosap.ntl.bts.gov/view/dot/31584/dot_31584_DS1.pdf
• File Type:
  [PDF - 1.42 MB]
• Collection(s):
  US Transportation Collection
• Main Document Checksum:
  urn:sha256:782adf37e408de71237190361195980604ed0ebc2fc47cd571ea66cda4fbd664