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

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Year: 1999

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  • 1999
  • Page 3
Posted on 07/01/199910/01/2020

FROM THREE SPANS TO ONE WITH HPC

Richard A. Miller, University of Cincinnati Adjacent box girder bridges are frequently used in Ohio and other eastern states. These bridges have a favorable span-to-depth ratio—an important benefit when vertical clearance is a design consideration. Furthermore, with noncomposite sections the

Read More >>FROM THREE SPANS TO ONE WITH HPC

  • Issue 04 July/August 1999
Posted on 07/01/199910/01/2020

CRACK FREE HPC BRIDGE DECK – NEW HAMPSHIRE’S EXPERIENCE

Christopher M. Waszczuk, New Hampshire Department of Transportation With the state and country’s infrastructure needing greater attention, the New Hampshire Department of Transportation (NHDOT) has become proactive in the use of better quality, higher performing materials. The goals are to

Read More >>CRACK FREE HPC BRIDGE DECK – NEW HAMPSHIRE’S EXPERIENCE

  • Issue 04 July/August 1999
Posted on 07/01/199910/01/2020

Question and Answer

Question: Is there a standard mix for HPC? Answer: As illustrated by articles in this and previous editions of HPC Bridge Vi e w s, the requirements for HPC differ from one state to another, from one bridge to another,

Read More >>Question and Answer

  • Issue 04 July/August 1999
Posted on 05/01/199910/01/2020

Question and Answer

Question: Is there special federal funding available for HPC bridges? Answer: Yes. Section 1503 of TEA-21 provides for an Innovative Bridge Research and Construction Program which allocates annual funding to promote the use of new materials and techniques to reduce

Read More >>Question and Answer

  • Issue 03 May/June 1999
Posted on 05/01/199910/01/2020

Implementing HPC Bridges in Nebraska

Michael W. Beacham, Nebraska Department of Roads Construction began on Nebraska’s first high performance concrete (HPC) bridge in the summer of 1995. The 225-ft (68.6-m) long bridge utilizes seven lines of pretensioned concrete girders, with three spans of 75 ft

Read More >>Implementing HPC Bridges in Nebraska

  • Issue 03 May/June 1999

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