HPC Bridge Views - Directory

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Issue 25 Jan/Feb 2003 The Bridge of the Future HPC Facilitates I-65 Bridge Replacement HPC Comes to New Mexico Specification Changes for HPC - Curing Concrete Bridge Decks	Issue 26 March/April 2003 HPC Accomplishments Under TEA-21 – What’s Next? HPC on the Ohio Turnpike HPC Pretensioned Girders for the Methow River Bridge Sturgeon River Bridge: 100-Year Service Life Q&A: What value of chloride permeability should I specify for a bridge deck?	Issue 27 May/June 2003 HPC for Wacker Drive Reconstruction The Owner's Representative's Perspective The Contractor's Perspective The Concrete Supplier's Perspective	Issue 28 July/August 2003 HPC In Georgia High Performance Concrete Bridge Decks in Minnesota The Virginia Dare Bridge, NC Specification Changes for HPC – Compressive Strength
Issue 29 Sept/Oct 2003 HPC for I-235 Bridge Reconstruction in Iowa HPC for Cooper River Bridges Specification Changes for HPC	Issue 30 Nov/Dec 2003 HPC for the Sacramento River Bridge Mass Concrete in the Carquinez Bridge Evolution of HPC Specifications in Texas Q&A: What can be done to reduce cracking in a concrete bridge deck?	Issue 31 Jan/Feb 2004 New Jersey’s Move to HPC Large-Scale Use of HPC for Bridges at Toronto Airport Great Bend Bridge over the Susquehana River Q&A: How can verticle pre-release cracks in prestressed concrete beams be avoided	Issue 32 March/April 2004 HPC Implementation Status HPC Guide Specification for Bridges Lightweight HPC on Route 106 Bridge in Virginia Q&A: What curing is necessary for HPC precast, prestressed concrete beams after the strands are detensioned?
Issue 33 May/June 2004 Prefabricated Bridges for Rapid Construction Maximum Effective Concrete Strengths in Pretensioned Beams Self-Consolidating Concrete in Maine Q&A: Does the use of high strength concrete reduce prestress losses in pretensioned bridge beams?	Issue 34 July/August 2004 HPC in Alaska HPC Deck Panels for Jacques Cartier Bridge The Air Void Analyzer Q&A: When using match curing to determine the release strength of prestressed concrete beams, where should the temperature sensor in the beam be placed?	Issue 35 Sept/Oct 2004 HPC in Montana Evolution of HPC in Washington State HPC and FRP for Colorado Bridge Deck Q&A: Can I use the LRFD Bridge Design Specifications for concrete strengths above 10 ksi (69 MPa)?	Issue 36 Nov/Dec 2004 HPC for Decks in Nevada Lessons Learned in New Hampshire HPC Tests – Alkali-Silica Reaction Performance Based Durability Specifications

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HPC Bridge Views is published jointly by the Federal Highway Administration and the National Concrete Bridge Council.

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Please contact the Editor:
Henry G. Russell 847.998.9137
847.998.0292 fax
email: henry@hgrconcrete.com

Editoral Board

This material is based upon work supported by the Federal Highway Administration under Cooperative Agreement No. "DTFH61-07-H-00041".

Any opinions, findings, and conclusions or recommendations expressed in this publication are those of the Author(s) and do not necessarily reflect the view of the Federal Highway Administration.