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Concrete Bridge Views

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

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Month: July 2002

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Posted on 07/01/200210/07/2020

Question and Answer

Question: What is service life and how is it predicted? Answer: The AASHTO LRFD Bridge Design Specifications defines service life as the period of time that the bridge is expected to be in operation. The design life is defined as

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  • Issue 22 July/August 2002
Posted on 07/01/200210/07/2020

BENEFITS OF CHEMICAL ADMIXTURES IN HPC

Michael A. Caldarone, Construction Technology Laboratories, Inc. Chemical admixtures have been incorporated into concrete mix proportions for many years in order to attain performance properties. Most high performance concrete (HPC) mixes contain at least one type of chemical admixture. In

Read More >>BENEFITS OF CHEMICAL ADMIXTURES IN HPC

  • Issue 22 July/August 2002
Posted on 07/01/200210/07/2020

THE BOW RIVER BRIDGE – A PRECAST RECORD

Karen A. Bexten and Shane Hennessey, Tadros Associates, LLC and Bill LeBlanc, Con-Force Structures Limited Currently under construction near Calgary, Canada, the 774-ft (236-m) long twin structures of the Bow River Bridge use high performance concrete for their precast, prestressed

Read More >>THE BOW RIVER BRIDGE – A PRECAST RECORD

  • Issue 22 July/August 2002
Posted on 07/01/200210/07/2020

DELAWARE’S HPC BRIDGES

James T. Pappas, Delaware Department of Transportation The Delaware Department of Transportation (DelDOT) first discussed the use of high performance concrete (HPC) with the Federal Highway Administration early in 1996. Based on these discussions, DelDOT initiated trial projects with HPC

Read More >>DELAWARE’S HPC BRIDGES

  • Issue 22 July/August 2002

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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