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

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Month: September 2004

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Posted on 09/01/200410/25/2020

Question and Anser

Question: Can I use the LRFD Bridge Design Specifications for concrete strengths above 10 ksi (69 MPa)? Answer: The recently published Third Edition of the AASHTO LRFD Bridge Design Specifications states that the provisions of Section 5: Concrete Structures are

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  • Issue 35 September/October 2004
Posted on 09/01/200410/25/2020

HPC AND FRP FOR COLORADO BRIDGE DECK

Tarif Jaber, Jaber Engineering Consulting, Inc. and Ahmad Ardani, Colorado Department of Transportation In 2000, the Colorado Department of Transportation (CDOT) received a $700,000 award under the Innovative Bridge Research and Construction (IBRC) program to investigate new, innovative materials in

Read More >>HPC AND FRP FOR COLORADO BRIDGE DECK

  • Issue 35 September/October 2004
Posted on 09/01/200410/25/2020

EVOLUTION OF HPC IN WASHINGTON STATE

Jerry Weigel, Washington State Department of Transportation The Washington State Department of Transportation (WSDOT) has been very active in the development of high performance concrete (HPC). WSDOT, as a member of the AASHTO/SHRP Lead States Team, conducted a demonstration project

Read More >>EVOLUTION OF HPC IN WASHINGTON STATE

  • Issue 35 September/October 2004
Posted on 09/01/200410/25/2020

HPC IN MONTANA

Craig Abernathy, Montana Department of Transportation In the summer of 2002, the Montana Department of Transportation (MDT) initiated a research project on Secondary Road No. 243 near the town of Saco in northeast Montana. This research opportunity was afforded by

Read More >>HPC IN MONTANA

  • Issue 35 September/October 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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