hPresentations given Tuesday, September 25, 2007

• 5A Bridge Constructability
• Innovative Concrete Solution Prevails Over Long Steel Spans
  Daniel Shiosaka, P.E., S.E., and N. Dillon Beck, Stanley Consultants, Inc., Phoenix, AZ
• Designing for Construction - The South 228th Street Bridge
  Robert Fernandes, P.E., S.E., and Charles Spry, P.E., S.E., BERGER/ABAM Engineers, Inc., Seattle, WA
• Innovative PC/PS Bridge Construction Enables "Total Environmental Avoidance"
  Thomas Barnard, DMJM Harris, Sacramento, CA
  
• 5B Bridge Inspection and Repairs
• Steel Girder Repair by Flame Straightening
  Navaphan Viboolmate, P.E., Arizona Department of Transportation, Phoenix, AZ
• Fracture Critical and Fatigue Prone Inspection of the West Fremont Bridge Approach Structures
  Mark A. Libby, P.E., HDR Engineering, Inc., Portland, OR
• Oregon DOT's Bridge Structural Health Monitoring Program Cases Studies
  Steve Lovejoy, Ph.D., P.E., Oregon Department of Transportation, Salem, OR
  
• 5C Bridge Decks
• Design and Construction of a Reinforcement-Free Concrete Bridge Deck on Precast Girders
  Mike Oliva, Ph.D., University of Wisconsin, Civil and Environmental Engineering, Madison, WI
• The Link Slab - Solution to Widening the I-5 Bridge in Everett, WA
  Warren Wilson, P.E., S.E., and Jeff McGuire, P.E., BERGER/ABAM Engineers, Inc., Seattle, WA
• Bridge Deck Replacement Under Traffic-Induced Vibrations
  Craig Shike, P.E., Oregon Department of Transportation, Salem, OR
• 6A Precast-Prestressed Concrete Bridges #2
• Design and Construction of Curved Precast Concrete Bridge Projects in Colorado
  Gregg Reese, P.E., C.E., Summit Engineering Group, Littleton, CO
• New Developments in Concrete Bridges in Washington State
  Bijan Khaleghi and James Cook, Washington State Department of Transportation, Bridge Structures Office, Tumwater, WA
• Build It and They Will Come - Oregon's Bulb Tee 90 Gaining Popularity
  Jordan Pelphrey, E.I.T., and Keith Kaufman, Ph.D., Knife River, Harrisburg, OR
• 6B Asset Management
• Ancillary Structure Inspection Procedures and Findings
  Michael J. Garlich, P.E., S.E., Collins Engineers, Inc., Chicago, IL
• Load Rating of Prestressed Concrete Girder  Bridges - Interior vs. Exterior Girders
  Brandy J. Rogers, M.S.C.E., Parametrix, Sumner, WA
  David V. Jauregui, Ph.D., New Mexico State University, Las Cruces, NM
• Klineline Bridge Scour Monitoring
  Carolyn Heniges, Clark County Department of Public Works, Vancouver, WA
  Douglas Sarkkinen, P.E., S.E., Kramer Gehlen and Associates, Inc., Vancouver, WA
• 6C Idaho Bridges
• Rainbow Bridge Restoration
  John Hinman, P.E., S.E., CH2M HILL, Inc., Boise, ID
• Kings Corner Railroad Crossing
  James D. Porter, P.E., J-U-B Engineers, Boise, ID
• Lake Creek Bridges Design and Construction
  Chris Boyd, P.E., McMillen Engineering, Coeur d'Alene, ID
  Lisa Vernon, P.E., HDR, Boise, ID
• 7A Case Studies
• Integral Abutment Bridges
  David Liu, Ph.D., P.E., S.E., and Steve Maltby, P.E., Parametrix, Portland, OR
  Kenneth F. Dunker, P.E., Iowa Department of Transportation, Ames, IA.
• Integral Post-Tensioned Pier Cap - A Solution to Skew and Clearance Problems
  Luong (Lou) H. Tran, P.E., Washington State Department of Transportation, Bridge and Structures Office, Tumwater, WA
• Durability of Concrete Bridges
  Vijay Chandra, PB Americas, Inc, Herndon, VA
• 7B Retaining Walls and Substructures
• Innovative Retaining Wall System for the Dallas High Five Project
  William J. Neely, Ph.D., P.E., The Reinforced Earth Company, San Diego, CA
• Construction of Structural Shoring and Retaining Walls
  Jesse Beaver, P.E., Washington State Department of Transportation, Olympia, WA
• The Observational Method and Drilled Shaft Acceptance Criteria
  Conrad W. Felice, LACHEL FELICE and Associates, Kirkland, WA
  
• 7C Steel Bridges #1
• S10.1 Guidelines for Steel Bridge Erection
  Bill McEleney, National Steel Bridge Alliance, Cranston, RI
  
• Steel Bridge Excellence: Keys to Effective Construction
  Ronnie Medlock, High Steel Structures, Inc. Lancaster, PA
  
• 8A Emergency Replacements and Repairs
• Emergency Russian River Bridge Replacement at Geyserville, California (California Highway 128)
  James Cook, P.E., and Brian Beaudoin, P.E., California Department of Transportation, Santa Rosa, CA
  Robert Valentine, P.E., Nutt, Redfield and Valentine, Orangevale, CA
• King County Emergency Bridge Floor Damage Repairs
  Jim Marcus, P.E., King County Department of Transportation, Seattle, WA
  Ken Wilson, M.S.C.E., P.E., S.E., Integrity Structural Engineering, Seattle, WA
• Bill Williams River Bridge Fire Damage Assessment and Repair
  Martha Davis, P.E, and Paul Tremel, P.E., HDR Engineering, Inc., Tucson, AZ
• 8B Long Span Bridges
• NW Maple Avenue Bridge Aesthetics, Economy and Constructability in a Modern Cast-in-Place Arch Bridge
  Jim Bollman, P.E., OBEC Consulting Engineers, Eugene, OR
• Incremental Launching of Bridges in Europe
  Marco Rosignoli, HNTB Corporation, Bellevue, WA
• Lightweight Concrete Long Span Bridges
  Jiri "George" Gruygar, TRI, Salt Lake City, UT
• 8C Steel Bridges #2
• Prefabricated Connections for Accelerated Construction
  Mike Culmo, CME Associates, Inc., East Hartford, CT
• The Designer Listens - The Perfect Continuous Girder Design
  Don White, Professor, Georgia Institute of Technology, Civil and Environmental Engineering, Atlanta, GA
• Think Like a Contractor
  John Yadlosky, P.E., HDR Engineering, Inc., Omaha, NE