Question: With a cast-in-place concrete deck placed on precast, prestressed concrete deck panels that are supported on recast, prestressed concrete beams, can I assume full composite action between the deck, panels, and beams in calculations of service load stresses and
THE RAPID MIGRATION TEST—AN ALTERNATIVE TO AASHTO T 277
Kyle Stanish, R. Doug Hooton, and Michael D. A. Thomas, University of Toronto The chloride penetration resistance of concrete is often a critical parameter in determining the long-term performance of concrete structures. However, there is a great deal of discussion
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PCEF FOCUSES ON HPC PRESTRESSED BRIDGE MEMBERS
Louis N. Triandafilou, Federal Highway Administration Since the fall of 1997, the Mid-Atlantic States Prestressed Concrete Committee for Economic Fabrication (PCEF) has been meeting twice a year to carry out its mission: “To encourage and promote economy, quality, and uniformity