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Concrete Bridge Views

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

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Year: 2003

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  • 2003
  • Page 4
Posted on 03/01/200310/22/2020

Question and Answer

Question: What value of chloride permeability should I specify for a bridge deck? Answer: Chloride permeability or, more appropriately, chloride penetrability is being widely specified to ensure longevity in our transportation structures. There has been considerable debate regarding appropriate applications

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  • Issue 26 March/April 2003
Posted on 03/01/200310/22/2020

STURGEON RIVER BRIDGE: 100-YEAR SERVICE LIFE

Dale Serink, UMA Engineering Ltd. Located near Edmonton, Alberta, the Sturgeon River bridge incorporates innovative features aimed at achieving a 100-year service life and meeting difficult geometric constraints. Integral abutment design, stainless steel-clad reinforcement, and high performance concrete were employed

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  • Issue 26 March/April 2003
Posted on 03/01/200310/22/2020

HPC PRETENSIONED GIRDERS FOR THE METHOW RIVER BRIDGE

Stephen J. Seguirant, Concrete Technology Corporation The Methow River Bridge, currently under construction in Okanogan County, Washington, is a replacement for a seven-span, cast-in-place concrete Tbeam bridge that had become functionally obsolete. The new bridge consists of two 180.5-ft (55.0-m)

Read More >>HPC PRETENSIONED GIRDERS FOR THE METHOW RIVER BRIDGE

  • Issue 26 March/April 2003
Posted on 03/01/200310/22/2020

HPC ON THE OHIO TURNPIKE

William R. Fleischman, Ohio Turnpike Commission In conjunction with the Third Lane Widening program, the Ohio Turnpike Commission is reconstructing the twin, high-level bridges over the Cuyahoga River Valley in Summit County, near Akron, Ohio. The new 18-span structures are

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  • Issue 26 March/April 2003
Posted on 03/01/200310/22/2020

HPC ACCOMPLISHMENTS UNDER TEA-21—WHAT’S NEXT?

Louis N. Triandafilou, Federal Highway Administration Many articles in previous issues of HPC Bridge Views have described projects that have been designed and constructed as a result of legislation responsible for implementing longerlasting, cost-effective bridges nationwide. Industry and FHWA have

Read More >>HPC ACCOMPLISHMENTS UNDER TEA-21—WHAT’S NEXT?

  • Issue 26 March/April 2003

Posts pagination

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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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