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

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Year: 2004

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Posted on 07/01/200410/22/2020

HPC DECK PANELS FOR JACQUES CARTIER BRIDGE

Adel R. Zaki and Bernard Breault, SNC-Lavalin Inc. The reconstruction of the Jacques Cartier Bridge in Montreal, Canada, involved more than 645,800 sq ft (60,000 sq m) of bridge deck and made extensive use of precast, prestressed, high performance concrete

Read More >>HPC DECK PANELS FOR JACQUES CARTIER BRIDGE

  • Issue 34 July/August 2004
Posted on 07/01/200410/22/2020

HPC IN ALASKA

Elmer E. Marx, Alaska Department of Transportation & Public Facilities Since the early 1970s, the Alaska Department of Transportation & Public Facilities has been building adjacent, precast, prestressed concrete deck bulb-tee girder bridges using high strength concrete (HSC). Most of

Read More >>HPC IN ALASKA

  • Issue 34 July/August 2004
Posted on 05/01/200410/22/2020

Question and Answer

Question: Does the use of high strength concrete reduce prestress losses in pretensioned bridge beams? Answer: Experimental evidence shows that higher strength concrete has a higher modulus of elasticity and a lower creep coefficient than conventional strength concrete. The ultimate

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  • Issue 33 May/June 2004
Posted on 05/01/200410/22/2020

SELF-CONSOLIDATING CONCRETE IN MAINE

Joseph L. Hartmann, Federal Highway Administration and Denis Dubois, Maine Department of Transportation Over the last decade, the Maine Department of Transportation (MDOT) has been an aggressive pursuer of emerging and advanced concrete technologies. MDOT has incorporated the use of

Read More >>SELF-CONSOLIDATING CONCRETE IN MAINE

  • Issue 33 May/June 2004
Posted on 05/01/200410/22/2020

MAXIMUM EFFECTIVE CONCRETE STRENGTHS IN PRETENSIONED BEAMS

Henry G. Russell, Henry G. Russell, Inc. The use of high strength concrete in precast, prestressed concrete beams allows for a higher precompression to be applied to the beams. Consequently, the tensile stress in the bottom flange calculated from the

Read More >>MAXIMUM EFFECTIVE CONCRETE STRENGTHS IN PRETENSIONED BEAMS

  • Issue 33 May/June 2004

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