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Published jointly by the Federal Highway Administration and the National Concrete Bridge Council

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Month: January 2005

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Posted on 01/01/200510/25/2020

Question and Answer

Question: What is the maximum modulus of elasticity that can be achieved with lightweight HPC? Answer: The modulus of elasticity (MOE) of lightweight high performance concrete (HPC) is affected by numerous variables including concrete compressive strength; concrete density; lightweight aggregate

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  • Issue 37 January/February 2005
Posted on 01/01/200510/25/2020

THE RAPID MIGRATION TEST FOR HPC

Kyle Stanish, University of Cape Town, R. Doug Hooton, University of Toronto, and Michael D. A. Thomas, University of New Brunswick Chloride-induced corrosion is a major cause of deterioration of reinforced concrete structures. The best method of minimizing the problem

Read More >>THE RAPID MIGRATION TEST FOR HPC

  • Issue 37 January/February 2005
Posted on 01/01/200510/25/2020

THE EVOLUTION OF HPC IN VIRGINIA

Claude S. Napier, Jr., Federal Highway Administration Virginia has used a systematic approach to improve its existing and new concrete bridge structures. The key to success has been close cooperation between the bridge, materials, and construction engineers and the researchers,

Read More >>THE EVOLUTION OF HPC IN VIRGINIA

  • Issue 37 January/February 2005
Posted on 01/01/200510/25/2020

HPC IN VERMONT

Jim Wild, Vermont Agency of Transportation Vermont’s awareness of high performance concrete (HPC) began in 1997 at an HPC Bridge Showcase meeting held in New Hampshire. After the meeting, Vermont’s Agency of Transportation (VTrans) began plans to incorporate higher performing

Read More >>HPC IN VERMONT

  • Issue 37 January/February 2005

Recent Articles

  • Drilled Shafts as Mass Concrete?
  • Mass Concrete Specifications – Two States’ Perspectives
  • Evaluation of Performance Based Concrete for Bridge Decks in Washington State
  • Selecting a Bridge Joint System
  • VDOT’s Use of Concrete Closure Pours to Eliminate Bridge Deck Expansion Joints

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