Durability design of HPC bridge decks with lightweight aggregate and admixtures

  1. Get@NRC: Durability design of HPC bridge decks with lightweight aggregate and admixtures (Opens in a new window)
AuthorSearch for: ; Search for:
Proceedings titleAmerican Concrete Institute, ACI Special Publication
ConferenceThe Economics, Performance, and Sustainability of Internally Cured Concrete at the ACI Fall 2012 Convention, 21 October 2012 through 25 October 2012, Toronto, ON
Issue290 SP
Pages159179; # of pages: 21
SubjectInternal curing; Life-cycle cost analysis; Light weight aggregate; Service life prediction; Shrinkage reducing admixtures; Aggregates; Bridge decks; Compressive strength; Corrosion; Cost accounting; Curing; High performance concrete; Salts; Service life; Shrinkage; Snow and ice removal; Sustainable development; Durability
AbstractHighway bridges and parking structures, subject to coupled effects of mechanical loads and corrosion, often show early signs of distress such as concrete cracking and rebar corrosion leading to reduced structural performance and shortened service life. One solution to this problem is to use low-shrinkage low-permeability high-performance concrete (HPC) for bridge decks exposed to de-icing salts and severe loading conditions. A new HPC was formulated to achieve low shrinkage and low permeability, high early-strength, and 28-day compressive strength over 60 MPa (8,700 psi). Its mechanical performance and durability were tested both in the lab and field under severe test conditions, including restrained shrinkage, cycling loading, freezing and thawing cycles, and application of de-icing salts. Models were developed and calibrated to predict structural performance and service life of concrete bridge decks under severe exposure conditions. Prediction models indicate that bridge decks designed with low-shrinkage HPC can achieve a service life up to 100 years. Compared to normal concrete decks, short-to-medium span bridge decks using low-shrinkage HPC could be built at a comparable initial construction cost, but at less than 35% of the life-cycle cost.
Publication date
AffiliationNational Research Council Canada (NRC-CNRC)
Peer reviewedYes
NPARC number21271608
Export citationExport as RIS
Report a correctionReport a correction
Record identifierded5dde6-085f-43ce-bc57-47d3739f6b07
Record created2014-03-24
Record modified2016-05-09
Bookmark and share
  • Share this page with Facebook (Opens in a new window)
  • Share this page with Twitter (Opens in a new window)
  • Share this page with Google+ (Opens in a new window)
  • Share this page with Delicious (Opens in a new window)