Investigation of the Relationship Between Formation Factor and Water Content of Fresh Concrete

Each year approximately 10 billion tons of concrete is produced, making concrete the largest manufactured product globally. The majority of this production is in the form of ready mix concrete. There are about 5,500 ready mixed concrete plants and about 55,000 ready mixed concrete mixer trucks that deliver concrete to points of placement. The quality control (QC) and quality assurance (QA) of this large operation have major economic, social and environmental implications. Current protocols for assessing the quality of fresh concrete during construction do not provide information on critical parameters that are related to long-term durability of structures. Compressive strength tests are typically performed weeks after the placement of concrete, and they do not provide adequate information about the future performance of structures in terms of their durability because they mainly check if the desired mechanical properties are satisfied. Therefore, there is a need for improved and practical QC/QA protocols to (1) confirm that the fresh concrete delivered to the construction site is the concrete that is specified and ordered, and (2) ensure that the delivered fresh concrete mixture will satisfy the performance specifications for long-term durability. Formation factor of concrete is a unique parameter that can satisfy both needs. Formation factor of concrete is directly related to critical performance indicators such as water-to-cementitious material ratio or porosity of concrete and provide information about both durability and mechanical performance of structures during their service life. The main objective of this research is to investigate the relationship between the formation factor and water content of fresh ordinary portland cement concrete. This research will establish the groundwork for the future development of an in-situ measurement device for measuring formation factor of fresh concrete mixtures at job sites for improved QC and QA protocols. These protocols will provide significant improvements in the quality of the concrete used in transportation structures.


  • English


  • Status: Active
  • Funding: $7500
  • Contract Numbers:


  • Sponsor Organizations:

    Pacific Northwest Transportation Consortium

    University of Washington
    More Hall Room 112
    Seattle, WA  United States  98195-2700

    Office of the Assistant Secretary for Research and Technology

    University Transportation Centers Program
    Department of Transportation
    Washington, DC  United States  20590
  • Managing Organizations:

    Oregon State University, Corvallis

    School of Civil and Construction Engineering, 101 Kearney Hall
    Corvallis, OR  United States  97331-2302
  • Project Managers:

    Isgor, Burkan

  • Performing Organizations:

    Oregon State University, Corvallis

    School of Civil and Construction Engineering, 101 Kearney Hall
    Corvallis, OR  United States  97331-2302
  • Principal Investigators:

    Isgor, Burkan

  • Start Date: 20161215
  • Expected Completion Date: 20180131
  • Actual Completion Date: 0
  • USDOT Program: University Transportation Centers
  • Subprogram: Research
  • Source Data:

Subject/Index Terms

Filing Info

  • Accession Number: 01631073
  • Record Type: Research project
  • Source Agency: Pacific Northwest Transportation Consortium
  • Contract Numbers: DTRT13-G-UTC40
  • Files: UTC, RiP
  • Created Date: Mar 28 2017 5:37PM