IBC 19-41, 42, 43, 44, 45, 46, 47


IBC 19-41: Virginia Adjacent Member Connections (VAMC) for Prestressed Concrete Box Beams and Voided Slabs
Junyi Meng, Ph.D., P.E., Virginia DOT, Richmond, VA

IBC 19-42: Replacing a Historic Welded Steel Rigid Frame Bridge
Rebekah Gaudreau, P.E., WSP USA, Eliot, ME; Adam Stockin, WSP USA Inc, Manchester, NH; Joe Adams, New Hampshire DOT, NH

IBC 19-43: Evolution of Bolt and Rivet Shear Strength in Steel Structures
Raymond Tide, D.Sc., S.E., and Douglas Crampton, Wiss, Janney, Elstner Associates, Inc., Northbrook, IL

IBC 19-44: Advantages of Fully Bonded Permanent Top Strands in Precast/ Prestressed Concrete Bridge Girders
Richard Pickings, P.E., BridgeSight Inc., South Lake Tahoe, CA; Richard Brice, P.E., Washington State DOT, Olympia, WA

IBC 19-45: Detailing for Precast Elements Under High Seismicity in the Sound Transit Northgate Link Extension
Justin Clark, P.E. and Yakov Polyakov, P.E., SE, WSP USA, Seattle, WA

IBC 19-46: 3D Simulation Testing of Resistance Barrier Gates
Rama Krishnagiri, P.E. and Steven Esposito, P.E., WSP USA, Lawrenceville, NJ; Michael Abrahams, P.E., WSP USA, New York, NY; Steven Harlacker, P.E., Hardesty & Hanover, New Haven, CT; John Longworth, New Jersey DOT, Trenton, NJ

IBC 19-47: Reduced Partial Factors for Load Assessment in UK Assessment Standards
Chris Hendy, FREng, MA CEng FICE Eur Ing, Atkins SNC-Lavalin, Epsom, United Kingdom


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