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

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Month: July 2004

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Posted on 07/01/200410/22/2020

Question and Answer

Question: When using match curing to determine the release strength of prestressed concrete beams, where should the temperature sensor in the beam be placed? Answer: Match curing is a procedure for curing concrete cylinders at the same temperature as that

Read More >>Question and Answer

  • Issue 34 July/August 2004
Posted on 07/01/200410/22/2020

THE AIR VOID ANALYZER

Gary Crawford, Federal Highway Administration and Leif Wathne, Soil and Land Use Technology For over 50 years, researchers have known that concrete is susceptible to freeze-thaw deterioration unless a system of air bubbles is present in the concrete to protect

Read More >>THE AIR VOID ANALYZER

  • Issue 34 July/August 2004
Posted on 07/01/200410/22/2020

HPC DECK PANELS FOR JACQUES CARTIER BRIDGE

Adel R. Zaki and Bernard Breault, SNC-Lavalin Inc. The reconstruction of the Jacques Cartier Bridge in Montreal, Canada, involved more than 645,800 sq ft (60,000 sq m) of bridge deck and made extensive use of precast, prestressed, high performance concrete

Read More >>HPC DECK PANELS FOR JACQUES CARTIER BRIDGE

  • Issue 34 July/August 2004
Posted on 07/01/200410/22/2020

HPC IN ALASKA

Elmer E. Marx, Alaska Department of Transportation & Public Facilities Since the early 1970s, the Alaska Department of Transportation & Public Facilities has been building adjacent, precast, prestressed concrete deck bulb-tee girder bridges using high strength concrete (HSC). Most of

Read More >>HPC IN ALASKA

  • Issue 34 July/August 2004

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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