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

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Year: 2006

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  • 2006
Posted on 09/01/200611/04/2020

Question and Answer

Question: How do we measure the cracking tendency of concrete? Answer: The AASHTO PP 34—Standard Practice for Estimating the Cracking Tendency of Concrete covers the determination of the cracking tendency of restrained concrete ring specimens. The procedure is mainly comparative

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  • Issue 45 Fall 2006
Posted on 09/01/200611/04/2020

MITIGATING DECK CRACKING IN PENNSYLVANIA

Bryan Spangler, Pennsylvania Department of Transportation and Paul J. Tikalsky, University of Utah Reducing cracking and creating long-life bridge decks in Pennsylvania has become a critically important strategy in renewing the Commonwealth’s aging transportation infrastructure. In spring 2001, construction commenced

Read More >>MITIGATING DECK CRACKING IN PENNSYLVANIA

  • Issue 45 Fall 2006
Posted on 09/01/200611/04/2020

EARLY AGE CRACKING IN SOUTH CAROLINA’S BRIDGE DECKS

Aly A. Hussein, South Carolina Department of Transportation The South Carolina Department of Transportation (SCDOT)’s first use of high performance concrete (HPC) in bridge decks started in the early 1990s. A 1993 report(1) entitled “A Study of Microsilica Concrete,” was

Read More >>EARLY AGE CRACKING IN SOUTH CAROLINA’S BRIDGE DECKS

  • Issue 45 Fall 2006
Posted on 09/01/200611/04/2020

REDUCING CRACKS IN CONCRETE BRIDGE DECKS

M. Myint Lwin, Federal Highway Administration and Henry G. Russell, Henry G. Russell, Inc. n recent years, many bridge owners have adopted the use of lower permeability concretes in bridge decks to reduce chloride penetration and extend the time before

Read More >>REDUCING CRACKS IN CONCRETE BRIDGE DECKS

  • Issue 45 Fall 2006
Posted on 06/01/200611/04/2020

I-10 BRIDGE OVER ESCAMBIA BAY

Thomas A. Andres, Florida Department of Transportation* Hurricane Ivan made landfall as a 130 mph (210 km/h) hurricane (Category 3) in the early morning of September 16, 2004, just west of Gulf Shores, Alabama. The east wall of the hurricane

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  • Issue 44 Summer 2006

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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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