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Issue No. 1

• HPC Implementation by Kenneth R. Wykle
• What is HPC for Bridges? by Basile G. Rabbat & Suneel N. Vanikar
• Louetta Road Overpass-Lessons Learned by Mary Lou Ralls
• Q&A: Are there quantitative measurements for HPC?
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• AASHTO Lead State Implementation by James A. Moore
• Washington State HPC Showcase Bridge by M. Myint Lwin
• Effect of Curing Temperatures on Compressive Strength Development by John J. Myers & Ramon L. Carrasquillo
• Q&A: What is match curing and can I use it to determine specified release strengths and design strengths?
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• Implementing HPC Bridges in Nebraska by Michael W. Beacham
• I-25 over Yale Avenue-The Thin Solution by Mark A. Leonard
• Specifying Durable Bridge Decks by H. Celik Ozyildirim
• Q&A: Is there special federal funding available for HPC bridges?
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• Expectations for HPC Bridges by Wes Heald
• Crack Free HPC Bridge Deck - New Hampshire's Experience by Christopher M. Waszczuk
• From Three Spans to One With HPC by Richard A. Miller
• Q&A: Is there a standard mix for HPC?
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• HPC and Innovative Design Ensure Long-Term Durability by Alexander K. Bardow
• HPC for Durability of the Confederation Bridge by Laszlo Dunaszegi
• How to Achieve a Higher Modulus of Elasticity by John J. Myers
• Q&A: With HPC, should I specify compressive strength at 56 days rather than the traditional age of 28 days?
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• HPC Bridges for the 21st Century by John M. Hooks
• HPC in New York State Bridge Decks by Donald A. Streeter
• Compression Testing of High Strength Concrete by Ronald G. Burg
• Q&A: What are the pros and cons of the Rapid Chloride Permeability Test?
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• HPC in Washington State by Jerry Weigel
• Use of HPC on Admiral Clarey Bridge, Hawaii by Michael J. Abrahams
• Improved Performance of New York State Bridge Decks by Sreeenivas Alampalli & Frank T. Owens
• Q&A: Can I use a higher ratio between release strength and 28- or 56-day strength when using HPC in prestressed concrete girders?
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• Charenton Canal Bridge - Louisiana's First HPC Bridge by Paul Fossier
• A Fabricator's Opportunity by Don Theobald
• Camber of High Strength Concrete Bridge Girders by Shawn P. Gross
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• High Performance Bridges: Not Just for States Anymore by Edward Binseel
• Corrosion Modeling for HPC Specifications in North Carolina by Rodger D. Rochelle
• Concrete Specification Requirements for Alabama's HPC Bridge by Sergio Rodriguez
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• HPC Lead States Team Plans Transition by James A. Moore & Mary Lou Ralls
• Tennessee's HPC Bridge Projects by Mark Holloran
• HPC - The Fabricator's Viewpoint by Andrew Maybee
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Issue No. 11

• High Performance Concrete, the Florida Experience by Douglas L. Edwards
• Lightweight Aggregate Concrete in Norwegian Bridges by Steinar Helland
• The ?resund Link Concrete Strategy by Christian Munch-Petersen20 Years of HPC Bridges in France by Didier Brazillier
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Issue No. 12

• HPC International Symposium by Henry G. Russell
• Q&A - The Rapid Chloride Permeability Test by Doug Hooton, Mohamad Nagi, and Celik Ozildirim
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Issue No. 13

• PCEF Focuses on HPC Prestressed Bridge Members by Louis N. Triandafilou
• The Rapid Migration Test - An Alternative To AASHTO T 277 by Kyle Stanish, R. Doug Hooton, and Michael D.A. Thomas
• Q&A - With a cast-in-place concrete deck placed on precast, prestressed concrete deck panels that are supported on precast, prestressed concrete beams, can I assume full composite action between the deck, panels, and beams in calculations of service load stresses and strength? Answer by Ned H. Burns
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Issue No. 14

• IBRC Program Advances HPC by John M. Hooks
• Missouri's HPC Bridge Experience by Tim Chojnacki
• Capping Cylinders for Testing High Strength Concrete by Jon I. Mullarky and Leif Wathne
• TIA Offers HPC Workshops by Charles H. Goodspeed
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Issue No. 15

• Curing for HPC Bridge Decks ? Bring on the Water! by Michael F. Praul
• HPC Bridge Decks in Washington State by Bijan Khaleghi and Jerry Weigel
• Capping Cylinders for Testing High Strength Concrete by Jon I. Mullarky and Leif Wathne
• Ontario's HPC Performance Specification by Hannah C. Schell and Jana Konecny
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Issue No. 16

• South Dakota's First HPC Bridge by Hadly G. Eisenbeisz
• County Bridges in Ohio by Stephen Mary, and Richard A. Miller
• Benefits of Silica Fume In HPC by Terence C. Holland
• Letters To The Editor: Letters concerning the article entitled "Capping Cylinders ?" in Issue No. 14 by Nicholas J. Carino, Richard D. Gaynor, Ronald G. Burg, and Peter G. Snow; Authors' Response; Editor's Comment
• Q&A; What is Reactive Powder Concrete? by Vic Perry

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Issue No. 17

• A Strategic Plan for HPC Bridges by Basile G. Rabbat
• HPC Repeat Success in New Hampshire by Mark D. Whittemore
• Benefits of Lightweight HPC by Thomas A. Holm and John P. Ries
• Compilation of Results from HPC Bridges by Henry G. Russell

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Issue No. 18

• Maryland SHA's First HPC Structure by Paul Finnerty, Vicki Stewart, and Rodney Meyers
• Self-Consolidating Concrete - A New Class of Concrete by Kamal H. Khayat
• Benefits of Different Cements in HPC by Paul D. Tennis
• Letters To The Editor: Letter concerning Issue No. 15 devoted to HPC Bridge Decks by Pierre-Claude Aitcin

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Issue No. 19

• Renewal of FHWA's HPC Technology Delivery Team by Terry D. Halkyard
• Benefits of Slag Cement in HPC by Jan R. Prusinski
• HPC for Chicago's Wacker Drive by Stan L. Kaderbek

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Issue No. 20

• Implementation of A Strategic Plan for HPC Bridges by Suneel N. Vanikar
• NCDOT's Experience with HPC by Tom Koch
• Benefits of Fly Ash in HPC by American Coal Ash Association
• Q&A: Does HPC Need to be Air Entrained for Frost Resistance?

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Issue No. 21

• Prefabrication Minimizes Traffic Disruptions by Kevin R. Pruski, Ronald D. Medlock, and Mary Lou Ralls
• Shear Tests of High-Strength Concrete Girders by John J. Roller, Robert N. Bruce, and Henry G. Russell
• Benefits of Corrosion Inhibitors in HPC by James M. Gaidis and Arnold M. Rosenberg
• Q&A: Should high-strength concrete be used for cast-in-place concrete bridge decks? by Kevin Pruski; and Jerry L. Potter

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Issue No. 22

• Delaware's HPC Bridges by James T. Pappas
• The Bow River Bridge - A Precast Record by Karen A. Bexten, Shane Hennessey, and Bill LeBlanc
• Benefits of Chemical Admixtures in HPC by Michael A. Caldarone
• Q&A: What Is Service Life and How Is It Predicted? by Shri Bhidé
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Issue No. 23

• New York State - Full-Scale Implementation of HPC by Mathew Royce
• HPC on the I-15 Reconstruction Project by Raymond D. Cook
• Benefits of Air Entrainment in HPC by Beatrix Kerkhoff
• Specification Changes for HPC - Classes of Concrete and Cementitious Materials
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Issue No. 24

• HPC Bridges in Canada by Rico Fung
• Ohio HPC Bridge Decks with Warranty by Harold Schultz
• Benefits of Ternary Mixtures by Paul Tennis
• Specification Changes for HPC - Accelerated Curing

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Issue No. 25

• The Bridge of the Future by Steven B. Chase
• HPC Facilitates I-65 Bridge by Fred Conway
• HPC Comes to New Mexico by Sherman Peterson
• Specification Changes for HPC - Curing Concrete Bridge Decks
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Issue No. 26

• HPC Accomplishments Under TEA-21 – What’s Next? by Louis N. Triandafilou
• HPC on the Ohio Turnpike by William R. Fleischman
• HPC Pretensioned Girders for the Methow River Bridge by Stephen J. Seguirant
• Sturgeon River Bridge: 100-Year Service Life by Dale Serink
• Q&A: What Value of Chloride Permeability Should I Specify for a Bridge Deck? By Celik Ozyildirim
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Issue No. 27

• HPC for Wacker Drive Reconstruction by S.L. Kaderbek
• The Owner's Representative's Perspective by Timothy P. Schmidt
• The Contractor's Perspective by Kyle Schultz
• The Concrete Supplier's Perspective by Gary Hall
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Issue No. 28

• HPC In Georgia by Paul V. Liles,Jr.
• High Performance Concrete Bridge Decks in Minnesota by Paul Kivisto
• The Virginia Dare Bridge, NC by Thomas E. Tallman and Thomas M. Harris
• Specification Changes for HPC – Compressive Strength by Henry Russell [back to top]

Issue No. 29

• HPC for I-235 Bridge Reconstruction in Iowa by Kenneth F. Dunker
• HPC for Cooper River Bridges by Michael J. Abrahams
• Specification Changes for HPC

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Issue No. 30

• HPC for the Sacramento River Bridge by Basem H. Alsamman and Mark A. Darnall
• Mass Concrete in the Carquinez Bridge by Ric Maggenti
• Evolution of HPC Specifications in Texas by Kevin R. Pruski, William R. Cox, and Mary Lou Ralls
• Q&A: What Can be Done to Reduce Cracking in a Concrete Bridge Deck? by David Darwin
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Issue No. 31

• New Jersey’s Move to HPC by Harry A. Capers, Jr. and Hani Nassif
• Large-Scale Use of HPC for Bridges at Toronto Airport by Ken Bontius
• Great Bend Bridge over the Susquehana River by Thomas Drda and Bryan Spangler
• Q&A: How Can Verticle Pre-Release Cracks in Prestressed Concrete Beams be Avoided by Paul Zia
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Issue No. 32

• HPC Implementation Status by Louis N. Triandafilou
• HPC Guide Specification for Bridges by Rachel Detwiler and Shri Bhide
• Lightweight HPC on Route 106 Bridge in Virginia by H. Celik Ozyildirim
• Q&A: What curing is necessary for HPC precast, prestressed concrete beams after the strands are detensioned? by Jerry Potter
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Issue No. 33

• Prefabricated Bridges for Rapid Construction by Mary Lou Ralls
• Maximum Effective Concrete Strengths in Pretensioned Beams by Henry G. Russell
• Self-Consolidating Concrete in Maine by Joseph L. Hartmann
• Q&A: Does the use of high strength concrete reduce prestress losses in pretensioned bridge beams? by Maher K. Tadros
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Issue No. 34

• HPC in Alaska by Elmer E. Marx
• HPC Deck Panels for Jacques Cartier Bridge by Adel R. Zaki and Bernard Breault
• The Air Void Analyzer by Gary Crawford
• 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?
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Issue No. 35

• HPC in Montana by Craig Abernathy
• Evolution of HPC in Washington State by Jerry Weigel
• HPC and FRP for Colorado Bridge Deck by Tarif Jaber and Ahmad Ardani
• Q&A: Can I use the LRFD Bridge Design Specifications for concrete strengths above 10 ksi (69 MPa)?
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Issue No. 36

• HPC for Decks in Nevada by Sohila Bemanian
• Lessons Learned in New Hampshire by Mark D. Whittemore and Peter E. Stamnas
• HPC Tests – Alkali-Silica Reaction by William G. Hime
• Performance Based Durability Specifications by Véronique Baroghel-Bouny
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Issue No. 37

• HPC In Vermont by Jim Wild
• The Evolution of HPC In Virginia by Claude S. Napier, Jr.
• The Rapid Migration Test for HPC by Kyle Stanish, R. Doug Hooton, and Michael D.A. Thomas
• Q&A: What is the maximum modulus of elasticity that can be achieved with lightweight HPC?
  
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Issue No. 38

• HPC Structural Designers’ Guide by Louis N. Triandafilou
• Guide Specification for HPC Bridge Elements by Peter C. Taylor and Shri Bhidé
• HPC Overlay for Green River Bridge, Utah by Tarif Jaber
• Deck Cracking Repair Criteria in Texas by William R. Cox
  
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Issue No. 39

• HPC for Woodrow Wilson Memorial Bridge by Alan Kite
• Improved Compressive Strength Testing by Nicholas J. Carino

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Issue No. 40

• 120-Year Bridge Service Life, Is It Possible? by Tarif M. Jaber
• Galveston Bay Bridges by Kevin Pruski
• HPC Tests – Sulfate Resistance by Rachel Detwiler
• Q&A: What is the status on the use of self-consolidating concrete in bridges?
  
  
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Issue No. 41

• Cooper River Bridge – A High Performance Contract by Charles Dwyer
• Design Challenges by Michael J. Abrahams
• Construction Challenges by Wade Watson
• Concrete Supplier’s Challenges by David Hand
  
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Issue No. 42

• Louisiana’s HPC Development – A High Performance Contract
  by Paul B. Fossier and Harold R. Paul
• Atlanta’s Fifth Runway Bridges by John A. Heath
• Creep Testing by Jerzy Zemajtis

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Issue No. 43

• SAFETEA-LU HPC Bridge Research and Deployment Program by Myint Lwin and Shri Bhide
• New Jersey’s First Segmental Concrete Bridge by Jose Rodriguez and Harry A. Capers
• New York State’s Use of High Strength High Performance Concrete by Mathew Royce
• HPC Mixture Development for Montana Using Local Materials by John Lawler, Paul Krauss, and Craig Abernathy
• The Impact of Fly Ash on Air-Entrained Concrete by Russell L. Hill and Kevin J. Folliard
  
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Issue No. 44

• Federal Response to Bridge Emergencies by M. Myint Lwin and Luis N. Triandafilou
• I-10 Twin Bridges in Louisiana by Paul B. Fossier
• I-10 Bridge over Escambia Bay by Thomas A. Andres
  

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Issue No. 45

• Reducing Cracks in Concrete Bridge Decks by M. Myint Lwin and Henry G. Russell
• Early Age Cracking in South Carolina’s Bridge Decks by Aly A. Hussein
• Mitigating Deck Cracking in Pennsylvania by Bryan Spangler and Paul J. Tikalsky
• Q&A: How do we measure the cracking tendency of concrete?
  
  
  

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