Engineers' Society of Western Pennsylvania

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Conference Archives

Past Proceedings and Technical Papers

 

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To find a specific topic, author or paper number, search the files or the excel table below:

Program Guides

 

Table of Contents

IBC 1991 – 2000
IBC 1984 – 1990

 

International Bridge Conference Collection: Transportation Research Record: SAGE Journals

View articles in this Published Special Issue of Transportation Research Record

journals.sagepub.com

 

Books for Purchase

Reflections, Of the Greatest Bridge Engineers and Architects of the 20th and 21st Centuries written by Thomas Leech

Bridges…. Pittsburgh at the Point… A Journey Through History written by Thomas Leech and Linda Kaplan

 

IBC Technical Papers – 2019-2026

PaperUse Form Link above to PurchasePaper TitleAuthor
IBC 26-106Not PublishedAccelerated Bridge Construction for the McKinley Street Steel Network Tied ArchPatrick Noble, PE, SE, COWI North America
IBC 26-105Innovative Engineering Solutions for the Pattullo Bridge Replacement North Approach ErectionPavlo Voitenko, PE, COWI
IBC 26-104Construction Engineering on the William Halton Parkway Twin Segmental BridgesIvan Liu, COWI North America
IBC 26-103The Conrail Point-No-Point Bridge Transformation: Replacing a Century-Old Swing Span with a Modern BasculeBrian Hillhouse, PE, Genesis Structures
IBC 26-101Emergency Repairs to the Bayou Dularge Bascule BridgeJonathan Eberle, PE, AECOM
IBC 26-100Replacement of Lifting Mechanism on 113 year Old Railroad BridgeJames Hyland, PE, GFT
IBC 26-99Design of the North & South Channel Cable Stayed Bridge of the Bataan Cavite Interlink Bridge ProjectMarwan Nader, PhD, PE, TYLin
IBC 26-98The Bataan Cavite Interlink Bridge Project - Owners PerspectiveEmil K. Sadain, CESO I, Department of Public Works & Highways
IBC 26-96The 1915 Canakkale bridge - the world’s longest suspension bridgeJesper Pihl, COWI
IBC 26-95Innovative Methods for Installing Steel Casings on Below-Grade Piers and Piles: Case Studies of Showa Bridge and Chidori Railway OverpassYoshinao Kurachi, PE, JP, Oriental Shiraishi Corporation
IBC 26-94Kruunusillat; Design and construction of Finland’s Longest BridgeTom Osborne, RIBA, Knight Architects
IBC 26-93Galecopper Bridge: Safety Management and Replacement of Damaged Lock-Coil CablesMark Saliba, PE, Freyssinet
IBC 26-92Advancing Structural Condition Assessment with Multimodal Sensor Fusion and Graph-Based LearningLawrencia Akuffo, Rowan University
IBC 26-91Analysis and Rehabilitation of Roadway and Railway Masonry Arch BridgesBrett Mattas, PE, SE, Michael Baker International
IBC 26-90Load Rating of an Existing Steel Box Arch Rib Considering Local and Global Buckling ModesRyan Rapp, PE, SE, HNTB
IBC 26-89TRB JournalComparison of Load Rating Methods for Complex Bridges: The Oceanic Bridge Case StudyJoseph Strafaci, PhD, MBA, PE, AICP, TYLin
IBC 26-88Load Rating of a Concrete Arch Bridge Without Available PlansJacob Behnke, PE, Collins Engineers, Inc
IBC 26-87Load Rating of the Lofton Henderson Cantilevered Truss over the Black RiverJohn Carey, PE, SE, Michael Baker International
IBC 26-86Open Spandrel Arch Bridge: Refined modeling and strength analysisHusam Hussein, PhD, PE, GFT
IBC 26-85North Wilkesboro Motor Speedway Pedestrian BridgeRicky Tipton, GFT
IBC 26-84Extending the Service Life of the Channel Five Bridge through Targeted Structural Rehabilitation and Corrosion ProtectionMadison Lewis, Freyssinet, Inc.
IBC 26-83Innovative Friction Collar Technique to Remove a Deteriorated Truss PinMichael Marks, PE, EIC Group LLC
IBC 26-82Design of the Charlotte Douglas International Airport South Crossfield Taxiway BridgeJake Sherman, PE, SE, WSP USA
IBC 26-81Opportunities for long span bridge replacements using concrete segmental.Gregg Freeby, PE, American Segmental Bridge Institute
IBC 26-80Design and Construction of the new Wellsburg Network Tied Arch Bridge over the Ohio RiverPreston Vineyard, COWI
IBC 26-79The Bellefonte Interchange: Design of Three Horizontally Curved-Girder BridgesNicholas Haraczy, PE, SAI Consulting Engineers, Inc.
IBC 26-77The Brent Spence Companion Bridge - Creation of an Innovative GatewayAJ Cardini, PE, SE, AECOM
IBC 26-76Replacement of the Central Avenue Bridge over the Garden State ParkwayWilliam Farrow III, PE, GPI
IBC 26-75The Rehabilitation of the Dunlap Creek Bridge: America's First Cast Iron BridgeAndrew Baumberger, GFT
IBC 26-74Rehabilitation of the Historic English Center BridgeFrank Artmont, PhD, PE, Modjeski and Masters, Inc.
IBC 26-73Mitigation of Reinforcement Corrosion in a Historic Arch BridgeJeremy Smith, VCS Engineering, Inc.
IBC 26-72Not PublishedRehabilitation of the Historic Simon Kenton Memorial BridgeJoshua Pudleiner, AECOM
IBC 26-71The Buck O’Neil Bridge – Spanning the Missouri River with Kansas City’s Newest Urban InterchangeMichael Briggs, PE, SE, HNTB
IBC 26-70Not PublishedDesign of the New Iowa 9 Mississippi River Truss Bridge at LansingGreg Hasbrouck, PE, Parsons
IBC 26-69Sliding a New Interstate Bridge: Design of the Commercial Street BridgeNicholas Burdette, PE, HDR
IBC 26-68Design and Construction of I-80 Bridge over Nescopeck Creek - Major Bridge Replacement ProjectReshmi Lal, PE, PMP, Michael Baker International
IBC 26-67Curved steel girders with Integral Post-Tensioned Concrete Cross-GirderRobin Dominic, CDM Smith Inc.
IBC 26-65Brockport Bicentennial BridgeLana Potapova, Arup
IBC 26-64Restoring Connections: The Bancroft Pedestrian Bridge Replacement After Hurricane IdaBarry Benton, PE, GPI
IBC 26-63IL 59 Ped Bridge and Precast BoardwalkMatthew Santeford, GFT
IBC 26-62Continuous Curved Girder Highway Bridge ErectionRobert Cisneros, PE & PLS, High Steel Structures, LLC
IBC 26-61Construction Equipment on BridgesIan Ebersole, PE, SE, Michels Corporation
IBC 26-60Gordie Howe International Bridge - Long Reach Tower Crane TiesAndrew Ritter, PE, GZA GeoEnvironmental, Inc.,d/b/a Siefert Associates
IBC 26-59AI-Based Structural Optimisation of a Multi-Modal Swing BridgeBenjamin Brunn, Ramboll
IBC 26-58Not PublishedSurvival Analysis Framework for Remaining Fatigue Life Estimation in Steel BridgesFarhad Farajiani, University of Wisconsin-Milwaukee
IBC 26-57Data-Driven Evaluation for Safe Passage of Permit Vehicles on District of Columbia BridgesDena Khatami, EXP US Services Inc.
IBC 26-56Vessel Collision Warning System for Vulnerable Bridges - Case StudiesScott Snelling, Roebling Labs LLC
IBC 26-55Beyond BIM: Digital Twins for 3D Digital Project DeliverablesAlex Mabrich, Bentley Systems
IBC 26-54Digital Workflow for Complex Urban Infrastructure — Model-Based Design and CoordinationAugustin Ceillier, Ramboll
IBC 26-53Reconstruction of Pulaski Skyway Truss at Pier 98Gregory Ricks, HNTB
IBC 26-52Theodore Roosevelt Bridge Case Study: Cathodic Protection for Service Life ExtensionAlex Ball, Vector Corrosion Technologies
IBC 26-51Northern New England’s First UHPC overlayAdam Stockin, PE, WSP USA
IBC 26-50Field Implementation and Monitoring of UHPC Gusset Plate RepairRyan Johns, EIT, University of Connecticut
IBC 26-49Engineering Solutions for Jacking a 1200 Ton Truss Bridge for a Rocker Bearing ReplacementShawn Throne, Modjeski and Masters
IBC 26-48TRB JournalUltra-High-Performance Geopolymer Concrete for Bridge Applications: Advancing Sustainable Structural PerformanceHafiz Abdul Basit, University of Louisiana at Lafayette
IBC 26-47Optimal Approach for Addressing Reinforcement Corrosion of Bridge Decks and Improved Service Life with High Strength Corrosion Resistant ReinforcementHans Geber, CMC
IBC 26-46Evaluating future options for the Seal Island BridgeDillon Betts, PhD, PE, P.Eng., ENV SP, COWI North America
IBC 26-45Not PublishedData-Driven Evaluation of Internal Redundancy in Built-Up Steel GirdersCharles Kieffer III, Purdue University
IBC 26-44TRB JournalA Dynamic-Analysis Workflow for Designing Bridge Piers to Resist Vessel Impact LoadingGary Consolazio, University of Florida
IBC 26-43Not PublishedStructural Redundancy Analysis for Continuous Steel Two-Girder Bridges: Evaluation of Capacity and Failure ModesCem Korkmaz, Purdue University
IBC 26-42Testing and Evaluation of Extreme Weather and Environmental Impact on FRP Rebar Tensile StrengthAmanda Bao, PhD, PE, Rochester Institute of Technology
IBC 26-41Suspension Bridge Rehabilitation in the US and UKBarry Colford, AECOM
IBC 26-40Internal Suspension Cable Inspections of the Wayne Six Toll BridgeAaron Colorito, PE, Michael Baker International
IBC 26-39Preserving an Icon: Main Cable Flow Testing for Long-Term Durability of the Bay Bridge West SpanFady Bou-Shebel, TYLin
IBC 26-38Brickyard –Seismic Analysis: True Pins for a LandslideGavin Viriyincy, PE, AECOM
IBC 26-37Earthquake Resilience of the New Ölfusá Bridge: From Concept to Detailed DesignSmon Gren, Ramboll
IBC 26-36Nonlinear Time-History Analysis of a Three-Tower Cable-Stayed Bridge in a High-Seismic ZoneLiyang Tian, Independent Researcher
IBC 26-35Bolinas Bridge - Balancing Fault Rupture and Tsunami DesignSebastian Varela, PhD, PE, SE, Mark Thomas
IBC 26-34Pretty Rocks Slide BridgeRandy Thomas, PE, Jacobs
IBC 26-33Sacramento River Bridge Deck ReplacementJordan Perlmutter, PE, Foothills Bridge Co
IBC 26-32Erection of the Portal North Arch BridgesStephen Percassi Jr., Genesis Structures
IBC 26-31Saint Joseph’s University Post Crossing – Connecting a University Campus Across a Major Urban ArterialDavid Phelan, PE, Jacobs Engineering Group
IBC 26-30Steel Bridge Playbook: Practical Tools and Resources for ContractorsVin Bartucca, National Steel Bridge Alliance
IBC 26-29I-475 Bridge Construction over Flint River near Flint, MichiganNikkolas Edgmond, PhD, PE, Genesis Structures
IBC 26-28To Jamaica and Beyond: Launching the 150th Street Long Island Railroad BridgeLisa Briggs, Genesis Structures
IBC 26-27From Condition to Consequence: An Impact-Based Approach to Bridge Infrastructure PrioritizationMatija Radovic, PhD, PE, Delaware DOT
IBC 26-25IFC as Contractual Deliverable: A First in U.S. Infrastructure at French CreekHanjin Hu, Michael Baker International
IBC 26-23AI-Assisted Bridge Design Automation and Building Intelligent DataVenu Pokuri, PE, GFT
IBC 26-22A Data Driven Approach to Predictive Deterioration Assessment in Long-Span Truss and Suspension BridgesRuel Sabellano, D. Eng., PE, M. ASCE, MDTA
IBC 26-21Analytical twins: New criteria for evaluating “object modelers” in a digital twin worldJoshua Tauberer, LARSA, Inc.
IBC 26-20A Case Study for a Bridge Girder Jacking System within Limited Working SpaceJeffrey Robert, PE, KCI Technologies
IBC 26-19Reimagining steel repair: Unconventional Approach to Girder RehabilitationRakesh Srinivas-Murthy, PE, WSP
IBC 26-18Construction Engineering Innovations for the I-78 Open-Spandrel Arch Widening Project, Hamburg, PennsylvaniaAbir Sengupta, TYLin
IBC 26-17San Francisco Oakland Bay Bridge Risk-Based Inspection and Cable Strength EvaluationSylwia Stawska, PhD, Modjeski and Masters Inc.
IBC 26-16Railing Load Distribution in Girder-Slab BridgesBhushan Raj Selvaraj, PhD, 10-4 Engineering
IBC 26-15Performance-Based Design of Temporary Jacking Frames and Supports for Major Bridge RehabilitationQi Ye, PE, CHI Consulting Engineers
IBC 26-13Integrating Steel Repairs into Comprehensive Painting Contracts, the Thomas J. Hatem Memorial BridgeDavid Lynch, PE, H&H
IBC 26-12From Dependence to Decision: Reducing Over-Reliance on AI Dialogue Systems Through Cognitive-Guided InteractionAbhishek Khatiwada, Southern Illinois University Edwardsville
IBC 26-11From Steel to Stewardship: Engineering Organizational Culture for Public ValueMichael Venuto, Delaware River Port Authority
IBC 26-10Improving Safety in One Weekend: The River Road Railroad Bridge Replacement ProjectJack Cardinal, PE, SE, HNTB Corporation
IBC 26-09Design-Build Services for the MTA Long Island Rail Road (LIRR) Hall Interlocking Expansion ProjectChih-Ping Frank Fan, PhD, PE, AECOM
IBC 26-08The Rehabilitation of Five Bridges on SEPTA's Chestnut Hill East LineLee Wolfe, PE, GFT
IBC 26-07Design and Construction Challenges Overcome for Partial Replacement of Baltimore Metro Pier 2720Karl Stegmann, PE, RK&K
IBC 26-06Channel Monitoring Systems – A New Paradigm for Vessel Collision Risk ManagementMatt Carter, Arup
IBC 26-05Standardizing Speed - Modular TPGs for Rapid Span ReplacementJansen Bundridge, PE, HNTB
IBC 26-04Not PublishedeBEAM140: Precision Beam Calculations, Simplified for Short Span Steel BridgesMichael Barker, PhD, University of Wyoming
IBC 26-03Accelerated Bridge Construction Methods for the Replacement of Bridges 1-488N&SNicholas Dean, PE , M.C.E., Delaware DOT
IBC 26-02Exploring the Design and Construction Challenges of an Accelerated Bridge Replacement: CR 571 Bridge over D&R CanalMegan Fisher, WSP USA
IBC 26-01Rapid Bridge Replacement After Devastating Floods: Designing for Sustainability and ResiliencesSteven Noble, CMC | InQuik Bridges
IBC 25-85Not PublishedReconstruction of False Chord Truss Members on the Eastbound William Preston Lane, Jr. Memorial (Chesapeake Bay) BridgeJonathan Morey, P.E., WSP USA
IBC 25-84 The New Storstrøm Bridge - erection methods, ship impacts and train runabilityPeter Curran, C.Eng., Ramboll
IBC 25-83 The new Pattullo Bridge in Vancouver, B.C.Martin Romberg, P.E., Leonhardt, Andrä und Partner
IBC 25-82 Design and Construction of Macau BridgeSidong Li, TYLin
IBC 25-81 Two Landmark Cable Stayed Bridges for Active Transport in PerthWolfram Schwarz, WSP
IBC 25-80 Incremental Launching of 256m Steel Box Girder Bridge on QEW highway over Credit River in OntarioHyunwoo Kim, P.Eng., AECOM
IBC 25-79 Predicting Girder Deflections for Phased Construction and WideningDusten Olds, P.E., HDR
IBC 25-78 Seismic Analysis and Design of a Curved Overpass in Guayaquil, EcuadorPedro P. Rojas, Ph.D., ESPOL Polytechnic University
IBC 25-77 Aerodynamic performance of cable-supported bridges during retrofit operationsPierre-Olivier Dallaire, ing., P.Eng., RWDI
IBC 25-76Not PublishedDesign and Construction of Raging River BridgeHasan Nikopour Deilami Ph.D., P.E., S.E., P.Eng., PMP, Stantec
IBC 25-75Not PublishedThe New AASHTO Risk-targeted Design Ground MotionsThomas Murphy, Ph.D., P.E., S.E., Modjeski and Masters, Inc.
IBC 25-74 Analytical Approach to the Erection Geometry of the Msikaba River BridgeHeinrich van Wijk, P.E., AECOM
IBC 25-73 PennDOT’s FIRST Digitally Delivered Bridge ProjectJoshua Mies, EIT, Pennoni
IBC 25-72 Abingdon Road Bridge RedefinedTed Januszka, P.E., Pennoni
IBC 25-71 Unique Design and Construction of the Zaza River Bridge in CubaJorge Suarez, P.E., F.ASCE, STV, Inc.
IBC 25-70 Renfrew Bridge - Glasgow's First Double SwingAmanda Ruyack, P.E., H&H
IBC 25-69 Design of the Belden Bly Bascule BridgeWilliam Goulet, P.E., S.E., STV Incorporated
IBC 25-68 CSX Chickasaw Creek Swing Bridge Rehabilitation and AutomationRyan Sullivan, PCL Civil Constructors
IBC 25-67 Multiple 52-hour Bridge Closures Eliminated with Strategic WorkplanningZachary McKinley, E.I., PCL Construction, Inc.
IBC 25-66 CIP Segmental Design of the Beaver River BridgeMatthew Adams, H&H
IBC 25-65 I-65 over Kentucky St. and Brook St. – System Redundancy of Three-Grider Integral Steel Straddle BentsJoshua Carter, P.E., AECOM
IBC 25-64Not PublishedHorizontally Curved Steel I-Girder Bridge Cross-Frame Design Evaluation and Guideline SynthesisSyed Muhammad Oan Naqvi, University of Texas Rio Grande Valley
IBC 25-63Not PublishedCast Steel Connections in Steel BridgesJennifer Pazdon, MSE, P.E., Cast Connex Corporation
IBC 25-62Not PublishedSteel Bridge Design Resources for Efficient Conceptual Design DecisionsBrandon Chavel, National Steel Bridge Alliance
IBC 25-61 Bearing Rehabilitation and Replacement on the Great Belt Link West BridgeAndrew Smyth, Rambøll Danmark A/S
IBC 25-60 Extending Service Life to 200 Years: Insights from 30 Years of Optimizing Corrosion Sensor Use at the Great Belt LinkPeter Møller, Rambøll Danmark A/S
IBC 25-59 In-site testing data analysis of Kinmen bridgeChinKuo Huang, China Engineering Consultant, Inc.
IBC 25-58 Truss Panels Replacement and Structural Monitoring, Pulaski Skyway Span 47Vincent Liang, GPI
IBC 25-57 HLMR Disk Bearings Applications of on Light Rail StructuresRonald Watson, R. J. Watson, Inc.
IBC 25-56 Design and Construction of a Steel Gussetless Truss Bridge for Railroad ApplicationJuan Alfonso, P.E., HNTB
IBC 25-55 Park Avenue Viaduct Replacement – Analysis and Design, Pushing the Envelopes of Accelerated ConstructionFirooz Panah, P.E., DBIA, AECOM
IBC 25-54 Railroad Bridge Live Load Impact Versus Train Speed: Field Test EvaluationDavid Jacobs, Ph.D., P.E., University of Hartford
IBC 25-53 Recommendations for Numerical Modeling for Rail Structure Interaction AnalysisJohn Lobo, HDR
IBC 25-52Not PublishedHeat Straightening PracticesRonnie Medlock, High Steel Structures, LLC
IBC 25-51 Retrofitting for Longevity: Modification of In-Service Steel Box Girders to Facilitate Bridge Inspection and MaintenanceY. Edward Zhou, AECOM
IBC 25-50 The US 50-Blue Mesa Bridge Emergency RepairNathan Schaeffer, P.E., Michael Baker International
IBC 25-49 James River Bridge - Main and Auxiliary Wire Rope ReplacementAustin Holub, P.E., PCL Construction, Inc.
IBC 25-48 Tying Two Nonredundant Steel Two-Girder Bridges Together with Floorbeams to Create a Single BridgeJohn Sloan, AECOM
IBC 25-47 I-35 Haunched Slab Bridge RaisesNatalie McCombs, P.E., S.E., HNTB Corporation
IBC 25-46 Rebuilding the Lynchpin of American Commerce - the new I-70 Rocheport BridgeGreg Hasbrouck, Parsons
IBC 25-45 Design and Construction of 3-Tower 4-Span Cable-stayed Mississippi River BridgeMartin Furrer, P.E., S.E., Parsons
IBC 25-44 The wind design of the longest cable-stayed bridge in North America, the Gordie Howe International BridgePierre-Olivier Dallaire, ing., P.Eng., RWDI
IBC 25-43 Modernizing Lawrence to Bryn Mawr with Segmental Box Girders for the Chicago Transit AuthorityEmily Hereford, P.E., Stantec
IBC 25-42 The Brent Spence Bridge Corridor Project – A New Ohio River Crossing and Approach StructuresAJ Cardini, P.E., AECOM
IBC 25-41 Reconnecting communities: How capping the I-35 will change Austin, Texas for generations to comeKasian Warenycia, P.E., Arup
IBC 25-40 Transforming a Decommissioned Marine Corps Elevated Causeway System (ELCAS) for Versatile Construction Access SolutionsHouston Brown, P.E., Pennoni
IBC 25-39 Planning and execution of bridge deck closures on the world's longest precast segmental spanQuentin Marzari, P.E., S.E., Arup
IBC 25-38 McClugage Bridge Tied Arch Span Construction and Float-InJohn Boschert, P.E., S.E., Genesis Structures
IBC 25-37 Launched Construction of Simple-Span Structures for the Laredo-to-Nuevo Laredo Railroad Bridge over Rio Grande RiverBen Pendergrass, Ph.D., P.E., Genesis Structures
IBC 25-36 Design and Construction of an Airplane Carrying Bridge for MidAmerica AirportTony Shkurti, HNTB Corporation
IBC 25-35 Construction of the Hawk Falls Deck ArchJosh Crain, Genesis Structures
IBC 25-34 Refined Load Rating of a Bridge with Unique Reinforced Concrete Arch and Stringer-Floorbeam SpansLung-Yang Lai, Ph.D., P.E., S.E., Specialty Engineering, Inc.
IBC 25-33 Fatigue Assessment of Long Span Steel BridgesNeerajkumar Desai, Associated Engineering Consultants
IBC 25-32 A Bridge Widening at an MSE Retaining Wall ConflictCory Shipman, P.E., HDR
IBC 25-31 Inspection of Modern Stay Cable SystemsMark Saliba, P.E., Freysinet Inc.
IBC 25-30 The Mast: Designing a Signature Cable Stayed Pedestrian BridgeHunter Ruthrauff, TYLin
IBC 25-29 Reprofiling of An Existing Cable Stayed Bridge - US 17/SR 404 SPUR BRIDGEMeng Sun, P.E., S.E., Parsons Transportation Group
IBC 25-28Not PublishedCTA Harlem Transit Station Bus Bridge Replacement - Multi Discipline, Design, Construction & InnovationIrsilia Colletti, P.E., S.E., HNTB
IBC 25-27 Yellowstone River Bridge Replacement – Unique Solutions in a Unique EnvironmentBob Sward, P.E., Structural Technologies, LLC
IBC 25-26 Pier Replacement with Temporary Crash WallGregory Stolowski, P.E., WSP USA
IBC 25-25 Adaptive Reuse of the Historic Mount Carbon Bowstring TrussBrian Teles, P.E., GFT
IBC 25-24 Rehabilitation of the Historic Monument Place BridgeMatthew Bunner, HDR
IBC 25-23 Historic Route 66 Bridgeport Bridge RehabilitationDavid Neuhauser, P.E., STV, Inc.
IBC 25-22 A New Iconic Bridge for BrisbaneThomas Cooper, WSP
IBC 25-21 Integrated Construction Methods of Cable-Stay Pedestrian BridgesMatthew Cardamone, PKF Mark III Inc.
IBC 25-20 Schuylkill River Trail Cable-Stayed Pedestrian BridgeTrevor Kirkpatrick, AECOM
IBC 25-19 ESCR Tied Arch Pedestrian BridgesSilvio Garcia, H&H
IBC 25-18 Portage Bay – A segmental bridge built in an active landslideBradford Shaffer, P.E., S.E., AECOM
IBC 25-17 Greater Cleveland Regional Transit Authority Waterfront Line Bridge RehabilitationHoward Swanson, P.E., S.E., H&H
IBC 25-16 LRFR Load Rating of Horizontally Curved Composite Steel Tub-Girder Bridges: An IllustrationsPaul Biju-Duval, Finite Element Analysis Ltd.
IBC 25-15 Suicide Deterrents Save LivesDavid Konz, F.SEI, P.E., S.E., AtkinsRéalis
IBC 25-14 Underwater Concrete Repairs on the Eastbound William Preston Lane, Jr. Memorial (Chesapeake Bay) BridgeRuel Sabellano, D.Eng., P.E., M.ASCE, Maryland Transportation Authority
IBC 25-13 Chesapeake Bay Bridge Deck Replacement Using Accelerated Bridge ConstructionTekeste Amare, P.E., Maryland Transportation Authority
IBC 25-12 Crawford Avenue Bridge Rehabilitation - They don’t make them like they used to and that’s okay.Matt Pierce, P.E., Benesch
IBC 25-11 Increasing Interstate Vertical Clearances in an Urban EnvironmentScott Fisher, Virginia DOT
IBC 25-10 Repairs to the Historic Tombigee River Hwy 182 BridgeJoe Knapp, P.E., Genesis Structures
IBC 25-09 Sonoma Marin Area Rail Transit – Precast Bridge 16.86 over San Rafael Creek (San Rafael, CA)Brian Olp, P.E., S.E., STV
IBC 25-08 Accelerated bridge construction including helical pile for a railroad truss replacement in an urban environmentAllen Smith, P.E., S.E., Crawford, Murphy and Tilly
IBC 25-07 Leveraging ABC Techniques for Weekend Bridge Replacements: A Case Study in Traffic Management and EfficiencyJoseph Tierney, P.E., GFT
IBC 25-06 A Case Study on the Replacement of OSPD Deck Panels on an Existing Suspension BridgeDillon Betts, Ph.D., P.E., P.Eng., COWI North America
IBC 25-05 Constructing the Benjamin Franklin Bridge’s Dehumidification SystemJoshua Pudleiner, P.E., AECOM
IBC 25-04 NDT-inspection and Initial Residual Service Life Assessment of the Lysefjord Suspension bridge with more than 2000 Main Cable Wire BreaksTobias Friis, Ramboll
IBC 25-03 Buck O’Neil Bridge DemolitionSteve Eads Jr., P.E., Genesis Structures
IBC 25-02 Demolition of the I64 Truss over the Kanawha River using Strand Jacking and Balanced Cantilever DemolitionPeter Quinn, Tunstall Engineering Group
IBC 25-01 Demolition 101: An Introductory Guide to the Bridge Removal ProcessJacob Behnke, Collins Engineers, Inc.
IBC 24-86 Brim Based Geometry Control in Cable Stayed Bridge ConstructionAtte Mikkonen, SOFiN Consulting
IBC 24-85 Evaluation, Design and Implemantation of a Holistic Repair Strategy to Extend the Service Life of the Post-Tensioned I-526 Wando River BridgeDavid Whitmore, P.Eng., Vector Corrosion Technologies
IBC 24-84Not PublishedWaxed Tendons for Fort Walton Beach Bridge Replacement ProjectChristopher Vanek, P.E., WSP USA
IBC 24-83Not PublishedStandard Designs and Plans for Modern Steel Highway BridgesFrancesco Russo, Russo Structural Services LLC
IBC 24-82Not PublishedEfficient Design of Modern Steel Highway BridgesFrancesco Russo, Russo Structural Services LLC
IBC 24-81 Record Setting I-64 Kanawha River BridgeJason Fuller, HDR
IBC 24-80 Sequenced Removal of the Non-Redundant I-30 BridgeSteve Eads, Genesis Structures
IBC 24-79 Engineering and Execution of the I-74 Mississippi River Bridge RemovalThomas Schebler, EIT, Helm Civil
IBC 24-78 Demolition Challenges of the Harry W Nice/Thomas “Mac” Middleton BridgeNikkolas Edgmond, E.I., Genesis Structures
IBC 24-77 A Case Study on Retrofitting of a Box Girder Bridge with CFRP and External TendonsChun-Chung Chen, Ph.D., S.E., National Center for Research on Earthquake Engineering
IBC 24-76Not PublishedRigid-Frame Bridge Seismic Retrofits on TransCanada HighwayKai Marder, P.Eng., TYLin
IBC 24-75 Deck Removal for the I-75 Bridge over the Rouge RiverJohn Boschert, P.E., S.E., Genesis Structures
IBC 24-74 Replacement of Norfolk Southern Bridge N-680.20 over North Court Street in Circleville, OhioEdward Baznik, P.E., Michael Baker International
IBC 24-73 Valley of the Dons – Utilizing Long Span Segmental Bridges over the Environmentally Sensitive Terrain of the Don River ValleyNickolas Hatinger, P.E., S.E., P. Eng., HDR
IBC 24-72 120 Year Old Truss Replacement with 187' TPG SpanZach McKinley, E.I., PCL Construction, Inc.
IBC 24-71 Streamlining Infrastructure: Box Jacking for Trenchless Underpasses in North AmericaAlex Belenguer, P.E., McNary Bergeron & Associates
IBC 24-70 New Tricks Used to Rehabilitate an Old Arch BridgeSteve Olson, Ph.D., P.E., Olson & Nesvold Engineers, PSC
IBC 24-69Not PublishedDesign of the Hawk Falls Arch BridgeThomas Murphy, Ph.D., P.E., S.E., Modjeski and Masters
IBC 24-68 Engineering for Bridge Demolition – Recommended Best PracticesSamantha Kevern, P.E., S.E., Foothills Bridge Co.
IBC 24-67Not PublishedInnovative Hanger Replacement for the Sherman Minton BridgeBlaise Blabac, P.E., Modjeski and Masters
IBC 24-66Not PublishedConstructability Reviews - an invaluable part of the process.Gary M. Dinmore, P.E., Dinmore Engineering
IBC 24-65 Don't Judge a Bridge by Its Span Length: West Montgomery Avenue Bridge Replacement ProjectAdam Bagriacik, P.E., Modjeski and Masters
IBC 24-64 Value Engineered Solution for the Replacement of a Highly Skewed Heavily Traveled Urban BridgeZhuo Wen (Zeus) Wu, EIC Group LLC
IBC 24-63 The Replacement of the Park Avenue Viaduct: Micropile Foundations and Innovative Construction TechniquesArsanious Guirguis, P.E., H&H
IBC 24-62Not PublishedParameter-Driven Creation of 2D Traditional Style Drawings, 3D Models, and Analytical Models: A Quantum Leap in EfficiencyDouglas Dunrud, P.E., WSP USA
IBC 24-61Not PublishedTransitioning the Nation's largest bridge inventory to Digital DeliveryDaniel Jensen, Michael Baker International
IBC 24-60Not PublishedThe Digital Puzzle: Working Together to Implement BIM StandardsJoseph Brenner, P.E., Michael Baker International
IBC 24-59 Pennsylvania Turnpike Commission: Pilot 3D Bridge Model ProjectDan Rogers, P.E., RETTEW Associates, Inc.
IBC 24-58 Inspection, Evaluation, and Rehabilitation of the Taylor Bridge Gusset PlatesKai Marder, P.Eng., TYLin
IBC 24-57 An Investigative Study on Extensive Transverse Deck Cracking – Two Twin BridgesGeorge Zimmer P.E., ENV SP, WSP USA
IBC 24-56 City of Pittsburgh Comprehensive Bridge Asset Management Program OverviewLouis Ruzzi, P.E., CBSI, NCTI, WSP USA
IBC 24-55 Curved, Variable Depth, Propped Cantilever, Post-Tensioned BridgeDean Van Landuyt, P.E., AEC, A TYLin Company
IBC 24-54Not PublishedThe Nancy Pauw timber shallow-arch footbridgeLeon Treder, P.E., StructureCraft
IBC 24-53 An S-Curved Tied Arch – An Overnight Success: Design and Construction of the Northaven Trail Pedestrian BridgeGregor Wollmann, HNTB
IBC 24-52 Innovative Construction for a Complex SiteKevin Heffern, P.E., S.E., Burns & McDonnell
IBC 24-51 Complex Steel Erection Procedure for Curved Girders and Substantial Simple SpansSean Kennedy, EIC Group LLC
IBC 24-50Not PublishedShop Assembly and Steel Erection on the New Nice/Middleton BridgeRonnie Medlock, High Steel Structures, LLC
IBC 24-49 Collaboration to address Construction Challenges – The Loxahatchee River Bridge RehabilitationSteven Shaup, P.E., TranSystems
IBC 24-48Not PublishedVehicle Collision Repairs to an Overhead Counterweight Rolling Lift BridgeJonathan Eberle, AECOM
IBC 24-47 High Rise Bridge Grid Deck Replacement and Structural RepairsDeanna Nevling, HDR
IBC 24-46 The Value of Value EngineeringAustin Spencer, P.E., Pennoni
IBC 24-45 New River Draw Bridge Design and Analysis for Cooper E80 Locomotive LoadsAravinda Ramakrishna, P.E., Hardesty & Hanover
IBC 24-44 Widening an Interprovincial Bridge over the Ottawa RiverRyan O'Connell, P.Eng., Parsons
IBC 24-43 Pittsburgh International Airport Terminal Modernization - Construction overview and opening previewKevin O'Connor, HDR
IBC 24-42Not PublishedBridge Rehabilitation in the Heart of Our Nation’s CapitalAhmad Faqiri, HDR
IBC 24-41 Jane Byrne Interchange: Complex Interchange in Historic Urban EnvironmentMatthew Santeford, P.E., S.E., TranSystems
IBC 24-40 Walk Bridge Project : The design journey of replacing a historic movable rail bridge in a busy Northeast Corridor, from bridge type selections to creating an aesthetic structure reflecting the community of Norwalk, ConnecticutJesse Miguel, AIA, NCARB, ENV SP, HNTB
IBC 24-39Not PublishedFalls Creek Bridge: Accelerated Bridge Construction With Precast, Launching and Lateral SlidingMurray Johnson, P.Eng., Stantec
IBC 24-38Not PublishedFalls Creek Bridge: Design For a Mountainous Site Washed Out by Atmospheric RiverBorja Alverez, P.Eng., Stantec
IBC 24-37 Bringing New Life to an Old Bridge through Effective TeamworkAndrew Goodrich, P.E., Burgess & Niple
IBC 24-36 Rehabilitation of the Historic Union Bridge over the Ottawa RiverAmer Hammoud, M.A.Sc., P.Eng., Parsons
IBC 24-35Not PublishedSuspended Truss Span Rehabilitation of Wind Shear DevicesGreg Roby, P.E., Stantec
IBC 24-34 Design of the Main Span for the Bogota MRT Line ViaductRajan Chaurasia, P.Eng., WSP Canada
IBC 24-33 Rehabilitation of the LA 47 over Intracoastal Waterway Gulf OutletMichael Paul, TRC Engineers, Inc.
IBC 24-32Not PublishedExisting Pier Evaluation using Non-Linear Composite Concrete ModelingTony Shkurti, Ph.D., P.E., S.E., HNTB Corporation
IBC 24-31 Data-Driven Preventive Maintenance and Service Life Increase of the Sunshine Skyway Bridge – Tampa FL, USA.Ivan Gualtero, P.E., TYLin
IBC 24-30 Pocket Track Viaduct Pier Strengthening and RehabilitationBradford Shaffer, P.E., S.E., AECOM
IBC 24-29 Triple I-Girder, Integral Steel Straddle Bent Application for I-10/US69 Beaumont EastexAhmed Rageh, Ph.D., P.E., Volkert
IBC 24-28 High-Load Jacking for Truss Bearing Replacement at the Pulaski SkywayQi Ye, P.E., CHI Consulting Engineers
IBC 24-27 Brightline Trains Florida: Rail Structure and Construction Innovations over 160 miles of RailroadRyan Rapp, P.E., S.E., HNTB
IBC 24-26 Construction of the US 60 Bridge over the Cumberland RiverTaylor Perkins, Ph.D., P.E., S.E., Stantec
IBC 24-25 Completion of First UHPC Deck Rehabilitation on Entire Suspension BridgeSam Boukaram, P.E., WSP USA
IBC 24-24 Deck Replacement and Strengthening of the Throgs Neck BridgeRoger Haight, P.E., ENV SP, WSP USA
IBC 24-23 Proposed Improvements to North American Main Cable Dehumidification SystemsJonathan Morey, P.E., WSP USA
IBC 24-22 An Overview of the I-95 Bridge Collapse, Emergency Repairs, and Bridge ReplacementJoseph Sirignano, P.E., VMA, Benesch
IBC 24-21 Predicting Bridge Health: Machine Learning-Based Condition Rating from Element-Level InspectionsZeinab Bandpey, Morgan State University
IBC 24-20 Preliminary Fatigue Evaluation of a 100-Year-old Double Level BridgeRichard Stevens, P.E., Hardesty & Hanover
IBC 24-19 Protection Level 3 application on Internal PT for large precast segmental bridgeAlban Drouault, VSL International
IBC 24-18 I-395 Signature Bridge - Construction Engineering of Precast Arches and Stayed SpansHarry McElroy, P.E., McNary Bergeron and Johannesen
IBC 24-17 Case Study of the Rehabilitation and Preservation of Two Ohio River Cable Stay BridgesDallas Montgomery P.E., P.L.S., ASTM-PTI, Burgess & Niple, Inc.
IBC 24-16 Construction engineering of the US 181 Harbor Bridge Replacement main spansQuentin Marzari, P.E., S.E., Arup
IBC 24-15 Load Rating of The Gerald Desmond BridgeJavier Campos, P.E., S.E., Arup
IBC 24-14 Can the Application of Higher Strength and Corrosion Resistant Reinforcement Improve the Crack Control Performance of Bridge Decks and Provide Improved Durability and Service-Life? An Illinois DOT Case Study will be Presented.Salem Faza, Ph.D., CMC
IBC 24-13 Industry Engagement Survey for UHPC Beam End Encasement Options for the Construction of New Steel BridgesBrian Lassy, E.I.T., University of Connecticut
IBC 24-12 Performance of Carbon Fiber Strand in a Maine Cable Stay BridgeJeff Folsom, P.E., Maine DOT
IBC 24-11Not PublishedStrengthening of White Bayou Bridge with FRP CompositesVijaya Gopu, Ph.D., P.E., LTRC & University of Louisiana
IBC 24-10 Rehabilitation of the 1870/1914 Waco Suspension BridgePatrick Sparks, P.E., Sparks Engineering, Inc.
IBC 24-09 Suspension Bridge Rehabilitation and Preservation Constructability ChallengesJoshua Pudleiner, P.E., STSC, AECOM
IBC 24-08 Repair & Rehabilitation of Historic Suspension Bridges Great & SmallBenjamin Reeve, P.E., Structural Technologies
IBC 24-07 Pittsburgh's Three Sisters Bridges Rehabilitation-Historic Bridge Rehabilitation Lessons LearnedAaron Colorito, P.E., Michael Baker International
IBC 24-06 Implementing F3148 Fixed Spline Fastening and The Combined MethodJeff Greene, LeJeune Bolt Company
IBC 24-05Not PublishedTwo Coat Inorganic Coating System for Steel BridgesKristen Blankenship, Carboline
IBC 24-04 Leveraging UAS, AI, and Digital Twin Technology to Transform Bridge Inspection: Robert Street BridgeScott Becher, Bentley Systems
IBC 24-03Not PublishedFibre Composite Pedestrian Bridges on the Dominion TrailMichael Kemp, Wagners CFT
IBC 24-02Not PublishedLateral Slide of Permanent Panel Bridges to Minimize Traffic ImpactMichael Parciasepe, Acrow
IBC 24-01 High Load Multi-Rotational Disk bearings for the Skillman Street Arch BridgeRonald Watson, R. J. Watson, Inc.
IBC 23-85 Rt. 30 over Beach Thorofare – Rehabilitation of an Historic Complex Single Leaf Bascule BridgeGeorge Zimmer, P.E., ENV SP, WSP USA
IBC 23-84Not PublishedRehabilitation of the Detroit-Superior Bridge, Cleveland, OhioWilliam Vermes, This Old Bridge
IBC 23-83 Emergency Repairs and Road Diet at the Rt.71/Shark River bridgeRama Krishnagiri, WSP USA
IBC 23-82 Infrastructure for People and Planet – Bridging the LA River | Taylor Yard Bikeway and Pedestrian Bridge Design and ConstructionScott Lenz, Arup
IBC 23-81 I-84 Twin Bridges ProjectBenjamin Martz, P.E., CDR Maguire
IBC 23-80 Construction of the Wekiva Parkway Section 6Robert Bennett, P.E., RS&H
IBC 23-79 New Champlain Bridge over the Saint Lawrence river in Montreal. Design of the temporary works for the construction of the cable-stayed bridgeAlejandro Pérez Caldentey, P.E., FHECOR North America
IBC 23-78 Old Champlain Bridge DeconstructionWade Pottie, P.E., P.Eng., Harbourside Engineering Consultants
IBC 23-77 Erection Procedure of the Mile Long BridgeMichael Haas, P.E., S.E., Collins Engineers, Inc.
IBC 23-76 NJDOT’s approach to Risk-based Asset Management and PrioritizationRama Krishnagiri, WSP USA
IBC 23-75 Load Rating the Denison Harvard Bridge: A Hybrid Approach for Complex SuperstructuresAaron Englehart, P.E., Michael Baker International
IBC 23-74 Structural Health Monitoring of the Great Belt Suspension Bridge and the Benefits for Operation and MaintenanceTobias Friis, Rambøll Danmark A/S
IBC 23-73 Galecopperbridge - Stay Cable Replacement in TrafficDimitri Tuinstra, Arup
IBC 23-72 Preliminary Design of the New Ile d’Orleans BridgeSimon Gren, M.Sc.Eng., Ramboll
IBC 23-71 The Design and Construction of the New Storstrøm BridgeLuca Cargnino, M.Sc. Eng, Ramboll
IBC 23-70 Dynamic Amplification of Light Rail Vehicle Derailment Impact on BridgeNicholas Catella, Simpson Gumpertz & Heger, Inc.
IBC 23-69 John Lewis Memorial Bridge, A Case Study in Alternative Delivery MethodsEric Birkhauser, Donald MacDonald Bridge Architects LLP
IBC 23-68 Noncontact Lap Splices of Large Hooked Reinforcing BarsZachary Coleman, Virginia Tech
IBC 23-67 A Case Study on Curved Fully Integral Abutment Bridge Thermal Deformation: I-390 over I-490Amanda Bao, Ph.D., P.E., Rochester Institute of Technology
IBC 23-66Not PublishedLong-Term Field Response of Skewed Steel I-Girder Bridge SuperstructuresSiang Zhou, Ph.D., University of Illinois Urbana-Champaign
IBC 23-65Not PublishedProgram Management of the Chesapeake Bay BridgeJonathan Morey, P.E., WSP USA
IBC 23-64 Development of MDTA Software Tool – the Bridge Asset Management Program (BAMP)Y. Edward Zhou, AECOM
IBC 23-63 Load Rating of A CIP Open Spandrel Arch Bridge with Curved Widening and Offset Traffic Pattern Using Refined Method of Analysis in VirginiaSoroush Fakhri Yazdi, P.E., WSP USA
IBC 23-62 Accelerated Design for Accelerated Construction: Emergency Superstructure Replacement in Tallahassee, FloridaRichard Schoedel, P.E., Michael Baker International
IBC 23-61 State of the Art and Current Practice on Rail-Structure Interaction in North AmericaYing Tan, Ph.D., P.E., HDR
IBC 23-60 Utilizing Innovative Construction Access Design to Minimize Rail Traffic DisruptionsAustin Holub, P.E., PCL Civil Constructors, Inc.
IBC 23-59Not PublishedAREMA/NSBA Collaboration Steel Railroad Bridge Constructability Design GuideBrandon Chavel, Ph.D., P.E., Michael Baker International
IBC 23-58 Design and Construction Challenges of the Main Span and East Approach Replacement/Retrofit of TRRA Merchants Bridge over Mississippi RiverNick Staroski, P.E., S.E., TranSystems
IBC 23-57 Technical Challenges in Design of the Kingston Third Crossing Signature SpanEdouard Renneville, Eng., SYSTRA IBT
IBC 23-56 Alternative Technical Concept for the Chicago Transit Authority’s Red and Purple Modernization Phase One ProjectEmily Hereford, P.E., Stantec
IBC 23-55 Fern Hollow Bridge Emergency Replacement Design-BuildJason Fuller, P.E., HDR
IBC 23-54Not PublishedHistory Matters: Compatible Bridge Design in Historic DistrictsMichael Cuddy, P.E., TranSystems
IBC 23-53 SR 0095 over Tacony and Bridge Street: Curved Girder viaduct with Integral Post-tensioned Concrete Cross-GirderTyler Kerstetter, CDM Smith
IBC 23-52 Balanced Cantilever Construction in AlbertaMyles Lewis, P.Eng., Stantec
IBC 23-51 Rebuilding an Urban Viaduct at the Speed of SegmentalEric Johnson, Corven Engineering, a H&H Company
IBC 23-50 Urban Infrastructure Improvement Focused on the CommunityMatthew Adams, P.E., Hardesty & Hanover
IBC 23-49 Accelerated Rehabilitation of a Masonry Arch BridgeWilliam Goulet, STV Incorporated
IBC 23-48 Bryn Mawr Avenue Bridges - Rehabilitating Small & Unique Historic StructuresMargaret Sherman, P.E., TranSystems
IBC 23-47 Rehabilitation and lifetime extension deteriorated bascule bridge by Digital Enabled Asset ManagementTorben Bilgrav Bangsgaard, Rambøll Danmark A/S
IBC 23-46 The Safe Harbor Trestle Bridge Rehabilitation ProjectDavid Hoglund, P.E., RETTEW Associates
IBC 23-45 Design and Construction of Fatigue-Prone Detail Retrofits and Corrosion Repairs for Interstate 79 Neville Island BridgeJason DeFlitch, P.E., SAI Consulting Engineers
IBC 23-44 Successful Rehabilitation of the Fatigue Cracking Problems developed in the I-64 Delta Frames over the Maury River in Virginia.Loai El-Gazairly, Ph.D., P.E., Whitman, Requardt and Associates
IBC 23-43 Design and Construction of the Ravensdale Road Bridge Matthew Cochran, P.E., H.W. Lochner, Inc.
IBC 23-42 Overview of the new FHWA Bridge Geometry ManualThomas Eberhardt Jr., P.E., HDR
IBC 23-41 Design and Construction of the New Harry W. Nice / Thomas "Mac" Middleton BridgeStephen Matty, AECOM
IBC 23-40 The Good, The Bad, & The Ugly: Long, Phased & Highly Skewed Steel BridgeEric Dues, P.E., S.E., Gannett Fleming
IBC 23-39 Bridge over FossvogurKeith Brownlie, RIBA AIA Intl' Assoc., BEAM Architects
IBC 23-38 Final Design and Uplift Mitigation for a 300' radius Steel Curved Girder BridgeDaniel Baxter, P.E., S.E., Michael Baker International
IBC 23-37 Keep Traffic Moving on the Benjamin Franklin BridgeQi Ye, P.E., CHI Consulting Engineers, LLC
IBC 23-36 Construction Innovation on India’s Longest Sea-crossing Mumbai Trans Harbour Link (MTHL)Hohsing Lee, P.E., S.E., AECOM
IBC 23-35 Innovative Construction of the Gambo Creek Bridge through Engineering and Contractor CollaborationMichael Izzo, P.E., Whitney, Bailey, Cox & Magnani, LLC
IBC 23-34 Transportation and Erection of Four Steel Arch BridgesThomas McNutt, P.E., P.Eng., Harbourside Engineering Consultants
IBC 23-33 Strand Jacking of the I-64 Westbound Steel Girder Bridge over the Kanawha RiverPeter Quinn, P.E., Tunstall Engineering Group
IBC 23-32 Unique Girder Erection Techniques for Difficult Site Conditions in Kicking Horse CanyonBrian Witte, P.Eng., P.E., Parsons
IBC 23-31 Database driven design of a large-scale bridgeSean LeCoultre, P.E., Ramboll Finland Oy
IBC 23-30 3D Modeling: Complex Bridge Construction and Emergency RepairsZacharie Stonestreet, E.I.T., Michael Baker International
IBC 23-29 Bridging the Digital DivideJoe Brenner, P.E., Michael Baker International
IBC 23-28 A People-First Approach to a Modular FRP Pedestrian BridgeThomas Osborne, RIBA, Knight Architects
IBC 23-27 Park Union Bridge - Complex Pedestrian Bridge Design and AnalysisLana Potapova, B.Eng., M.Eng., P.E., Arup
IBC 23-26Not PublishedAn Engineered Timber Bridge for the Seven First NationsVanessa Wan, P.Eng., M.Eng., Stantec
IBC 23-25 Making Connections at Phoenix Sky Harbor International AirportJennifer Whiteside, P.E., Gannett Fleming
IBC 23-24 A Very Rapid Bridge ReplacementYen Wu, P.E., MASc., Arup
IBC 23-23 ABC Widening of I-376 Westbound Bridge using Precast ElementsJason DeFlitch, P.E., SAI Consulting Engineers
IBC 23-22 Accelerated Construction of Unbraced Network Arch Bridge Using SPMTsMike LaViolette, HDR
IBC 23-21 I-895 over Herring Run – Erosion & Scour MitigationLaura Magoon, P.E., RK&K, LLP
IBC 23-20 Delivering Value and Resiliency in Bridge and Foundation River ConstructionGregory Ricks, P.E., HNTB
IBC 23-19Not PublishedAlternative Approach to Design for High Shear Demands in Rock SocketsLawrence Rolwes, Jr., HNTB
IBC 23-18 Structural Design Challenges for an Architecturally Constrained BridgeRyan Jenkins, Ph.D., P.E., HDR
IBC 23-17 Detection of Post-Tension Grout Defects in BridgesBrian Pailes, Ph.D., P.E., NACE CP Specialist, Vector Corrosion Services
IBC 23-16 Nondestructive Evaluation of Post Tensioned Ducts of the Eltham BridgeShane Boone, Ph.D., Bridge Diagnostics, Inc.
IBC 23-15 Seismic Strengthening of Bridge Columns with FRP In Lieu Of Steel JacketingClyde Ellis, Structural Technologies
IBC 23-14 Perquimans River S Bridge ReplacementTimothy Noles, Hardesty & Hanover, LLC
IBC 23-13 A State-of-the-Art Analysis and Design of a Continuous Seven Spans Post-Tensioned Bridge with Innovative Seismic Isolation BearingsSameh Salib, Ph.D., P.Eng., BDS, P.E., WSP Canada
IBC 23-12 Computational Design of Complex Structures with Faster Finite Element Analysis ProgramsJeff Svatora, P.E., HDR
IBC 23-11 The Architecture of the new Frederick Douglass Memorial BridgeJames Marks, RIBA RIAS Int’l Assoc. AIA, BEAM Architects
IBC 23-10 PA Turnpike Bridge Milepost A098.11 (I-476 over Lehigh River) – Tie-Plate Crack Investigation and Emergency RepairsBradley Degnan, P.E., TranSystems
IBC 23-09 Comprehensive Restoration of a Century Old Suspension Bridge (Wurts Street Bridge over the Rondout Creek, Kingston, NY)Sean Casey, P.E., Modjeski and Masters
IBC 23-08 Innovative Project Delivery Methods and Technical Solutions on the Emergency Repairs of the Roosevelt BridgeEric Sommer, P.E., Structural Technologies
IBC 23-07 Hidden Lake Bridge RestorationAndy Lohan, P.E., S.E.,
IBC 23-06 Rehabilitation of a 1930's Steel Crescent Truss ArchNicholas Cervo, P.E., HDR
IBC 23-05Not PublishedIl De Re Testing & InstrumentationStephen Schorn, Sixense, Inc.
IBC 23-04 Seismic Isolation for Achieving Functionality of Critical Bridge StructuresAnoop Mokha, S.E., Earthquake Protection Systems
IBC 23-03 How Geophysics Contributes to Rebuilding the U.S. Infrastructure: A Case Study Involving Seismic TomographySiavash Mahvelati, Vibra-Tech Engineers
IBC 23-02 Use of ASTM A1035-CS Corrosion Resistant and High Strength Reinforcement in the New Nice Middleton Bridge Project for Sustainable Bridge ConstructionHans Geber, Commercial Metals Company
IBC 23-01 Cast Steel Nodes for Bridge Structures Designed and Built with HSSJennifer Anna Pazdon, P.E., CAST CONNEX
IBC 22-87 Investigation of Ground-Penetrating Radar, Impact Echo, and Infrared Thermography Methods to Detect Defects in Concrete Bridge DecksZachary Coleman, Auburn University
IBC 22-86 Bridge Life Cycle Cost Savings Through Inspectability DesignJennifer Laning, P.E., TranSystems
IBC 22-85Not PublishedRetrofits in Twin Tub Girder Bridges for System-level RedundancyFrancisco Javier Bonachera Martin, Ph.D., P.E., Michael Baker International
IBC 22-84 Inspection of the World’s Longest Moveable Span, Ford Island Bridge, Pearl Harbor-Hickam, HawaiiAmanda Schindhelm, P.E., Marine Solutions
IBC 22-83 Evaluating Steel Bridge Details for Susceptibility to Constraint-Induced FractureDomenic Coletti, P.E., HDR
IBC 22-82 Evaluation of Cast-In-Place Open Spandrel Concrete Arch Bridges: Four Case StudiesDaniel Baxter, P.E., S.E., Michael Baker International
IBC 22-81 Replacement of the TRRA Merchants Bridge Truss - Face Lift for a 120 year old bridgeJosh Sakumura Crain, P.E., S.E., Genesis Structures
IBC 22-80 CSX 59th Street Terminal Bridge Program: Extending the Service Life of an Elevated TerminalMatthew David Santeford, P.E., S.E., TranSystems
IBC 22-79 The Importance of a Well-Thought-Out Bridge Management Plan for Individual BridgesAshley Grzybowski, P.E., Minnesota DOT
IBC 22-78 Launching Summit 8 Over Little Cuyahoga River - Analytical ModelingLawrence Rolwes, Jr., HNTB
IBC 22-77 Rehabilitation of Decks in Post-Tensioned Box-Girder BridgesPhilippe Kalmogo, Ph.D., P.E., University of New Hampshire
IBC 22-76 Using 3D Models to Improve Bridge Design and Deliver Better ProjectsMichael Alestra, P.E., Pennoni
IBC 22-75 Temporary Tower Wind Tongues and Rocker Links for the Benjamin Franklin BridgeQi Ye, P.E., CHI Consulting Engineers, LLC
IBC 22-74 Gantry Cranes Keep Vital Bridge Open During Complete ReconstructionMurray Johnson, P.Eng., P.E., Stantec
IBC 22-73 Engineering for Bridge Demolition – The Need for StandardizationJosh Sakumura Crain, P.E., S.E., Genesis Structures
IBC 22-72 Rapid Partial Bridge Demolition of a Fractured Beam due to a Bridge StrikeMario LoCoco, HDR
IBC 22-71Not PublishedSafe Lifting and Handling of Rebar Cages for Deep FoundationsDylan Allen, P.E., Siefert Associates, LLC
IBC 22-70 Henry Hudson Bridge RehabilitationLucas Morgan, P.E., GCCOM Construction
IBC 22-69 The West Mission Bay Drive Bridge: Challenges in Achieving Seismic Resistance in a Coastal EnvironmentKumar Ghosh, Ph.D., P.E., TYLin
IBC 22-68 Advancing Foundations: Augered Cast-in-Place Bridge FoundationsEric Dues, P.E., S.E., Gannett Fleming
IBC 22-67 Two New Methods for Establishing Simple yet Durable Splicing of Prestressed Concrete PilesSeyed Saman Khedmatgozar Dolati, Florida International University
IBC 22-66 Design of the Golden Gate Bridge Main Suspension Span EDDs using Duplex Stainless SteelTed Bush, HDR
IBC 22-65 Stay-In-Place-Fascia-Forms (SIPFF) - a new trend in bridge overhang constructionGary M. Dinmore, P.E., Dinmore Engineering
IBC 22-64Not PublishedZinc Metallic Coatings for Bridge Corrosion Protection: How galvanizing, metalizing and duplex systems have become a game-changer in preserving steel surfacesKevin Irving, International Zinc Association
IBC 22-63 Complex Geometry Connects CommunitiesAndrew Bradshaw, P.E., STV Incorporated
IBC 22-61 Smart Camber Analysis for close to 1,200 Precast Bridge FramesGernot Komar, Dipl.-Ing., Sun Engineering & Technology International, Inc.
IBC 22-60 Richmond-San Rafael Bridge Gusset Plate StrengtheningMichael Abrahams, P.E., WSP USA
IBC 22-59 Suspension Span Link ReplacementDan Millman, P.E., HNTB
IBC 22-58 The Dublin Link Suspension Bridge Structural Cable SystemDavid Ward, Teufelberger Redaelli Tensostructures
IBC 22-57Not PublishedApplication of Negative Pressure at Exhaust Sleeves and Effects on Air Flow in Main CablesJonathan Morey, P.E., WSP USA
IBC 22-56 Cable Inspection and Evaluation, Clinton Gateway Suspension BridgeChristopher Ligozio, S.E., KPFF Consulting Engineers
IBC 22-55 Rehabilitation of Arch Skewbacks, Viaduct Piers and Lower Level North Abutment at Henry Hudson BridgeChih-Ping Fan, AECOM
IBC 22-54 Rehabilitation and Retrofit Design of a Historic Steel Truss Bridge in VirginiaAmir Gheitasi, Parsons
IBC 22-53 The Rehabilitation of Route 1's Wayne Junction ViaductAhcene Larbi, Ph.D., P.E., WSP USA
IBC 22-52 Innovative Design of the Pulaski Skyway Rocker Bent RehabilitationXin Li, P.E., HNTB
IBC 22-51 Innovative UHPC Mixing and Placing Techniques for Repair of Three Illinois BridgesMichael McDonagh, Steelike, Inc.
IBC 22-50 Post-Tensioning Tendon Repairs of Two Segmental Concrete BridgesNick Amico, P.E., HDR
IBC 22-49 Use of Distributed Strain and Temperature Fiber Optic Monitoring on the West Seattle High BridgeThomas Weinmann, BDI
IBC 22-48 A Twist on Station Footbridge DesignVictoria Richardson, Arup
IBC 22-47 A Bascule Bridge Within a Bascule BridgePatrick Laux, P.E., S.E., WSP USA
IBC 22-46 Design and Construction of the Robert L.B. Tobin Land BridgeMatt Carter, Arup
IBC 22-45 Outside of the Comfort Zone - When the Best Solution Makes a Client UncomfortableJeremy LaHaye, P.E., TYLin
IBC 22-44 Changeable Wind Conditions Affecting Pedestrian BridgesPierre-Olivier Dallaire, RWDI Consulting Engineers & Scientists
IBC 22-43 Designing the Pittsburgh Airport Terminal Front BridgeKevin O'Connor, HDR
IBC 22-42 Steel Erection for the Margaret McDermott Pedestrian BridgesNicola (Nick) Greco, P.E., P.Eng., American Bridge Company
IBC 22-41 Fully Joint-less Continuous Steel Girder Structure – Update and improvements after 7 years in serviceMichael Liona, P.E., Hardesty and Hanover, LLC
IBC 22-40 Route 6/10 Interchange Reconstruction: Design & Construction of an Urban Interchange using Design/BuildBrian Guzas, P.E., AECOM
IBC 22-39 Varvsbron: a Unique Cable-Stayed Pedestrian BridgeStephen James, BSc DipArch, Stephen James Architects
IBC 22-38Not PublishedCollapse of the Chirajara Cable Stayed Bridge in ColombiaThomas Murphy, Ph.D., P.E., S.E., Modjeski and Masters, Inc.
IBC 22-37Not PublishedA record breaking prestressed concrete extradosed bridgeMarcos Sánchez, Arup
IBC 22-36 Replacement of the Kosciuszko Bridge over Newtown Creek Phase 2 - Construction and Erection EngineeringPreston Vineyard, COWI
IBC 22-35 Gordie Howe International Bridge: Project Overview and Design FeaturesBarry Chung, AECOM
IBC 22-34 Rehabilitation of I-95 using the CM/GC Delivery MethodWilliam Geschrei, Whitman, Requardt & Associates, LLP
IBC 22-33 Hurricane Ida Emergency Repairs at a Bridge Wall WashoutMelissa Dawson, P.E., WSP USA
IBC 22-32 Optimizing Bridge Design and Construction through CollaborationKumar Ghosh, Ph.D., P.E., TYLin
IBC 22-31 CMAR Delivery of I-15 Virgin River Bridge No. 1 – Longest Steel Girder Span in ArizonaJason Nauman, P.E., HDR
IBC 22-30 Exploring Fiber-Reinforced Polymer Concrete for Accelerated Bridge Construction ApplicationsCarolyn Donohoe, University of Washington
IBC 22-29 Prefabricated Bridge Decks – Speed and DurabilityLawrence Rolwes, Jr., HNTB
IBC 22-28 Superstructure Modules at Bridges 3-155 N&S over Broadkill River, Sussex County, DEFred Ophardt, P.E., Whitman, Requardt & Associates, LLP
IBC 22-27Not PublishedReclassifying Fracture Critical Members to System Redundant Members in a steel Arch BridgeArdalan Mosavi, Arup
IBC 22-26 Caltrans Load Rating of Complex Curved Steel Girder BridgesMichael Kochly, P.E., HDR
IBC 22-25 83 Days – The Hernando De Soto Bridge RepairRichard Schoedel, P.E., Michael Baker International
IBC 22-24 Health and Protection of Cable Stayed BridgesRobert Sward, P.E., Structural Technologies
IBC 22-23Not PublishedConstruction and Live Load Behavior of a Skewed Steel I-Girder BridgeSiang Zhou, University of Illinois Urbana-Champaign
IBC 22-22 Diagnostic Load Testing of Ten Bridge-Class CulvertsJames Werosta, WSP USA
IBC 22-21 Fatigue Testing in Negative Moment Region of a Continuous Stringer Bridge"Leon" Lung-Yang Lai, P.E., S.E., Specialty Engineering, Inc.
IBC 22-20 3GW1 Elevated Guideway Triangular Bridge for the Los Angeles World Automated People MoverTed Bush, HDR
IBC 22-19 Bridge Aesthetics for Short Span Bridges Reflecting the Community: Case Studies for Two Aesthetic Driven BridgesJesse Kadekawa Miguel, AIA, NCARB, ENV, SP, HNTB
IBC 22-18Not PublishedClosure Pour Innovations in Long-Span Concrete BridgesBrad Mielke, P.E., S.E., Michael Baker International
IBC 22-17 Bootstrapping Opportunities for Design in an Risk Led ContextEmily Perchlik AIA, LEED AP, VIA Architecture
IBC 22-16 Separation of a Post-Tensioned Box Beam BridgeMario LoCoco, HDR
IBC 22-15 Expanding the Metro System in Montreal, Viaducts and Bridges of Réseau Express Métropolitan (REM)Firooz Panah, AECOM
IBC 22-14 I-20 Value Engineering Study and Final DesignNatalie McCombs, P.E., S.E., HNTB
IBC 22-13 Innovation, Teamwork and a 4 Day Closure – Bunker Creek BridgeAdam Stockin, WSP USA Inc.
IBC 22-12 Using ABC Techniques and Innovative Design Details to Overcome Site Access ChallengesLawrence Kirchner, P.E., S.E., TranSystems
IBC 22-11 Doing ABC in Massachusetts. The Acceler-8 I-90 Bridge Replacements ProjectRobert Elliott Jr., P.E., CDR Maguire
IBC 22-10 BNSF Railroad over the Central Tri-State Tollway (I-294)Demico Cole, TranSystems
IBC 22-09 Accelerated Bridge Construction for the Long Island Railroad Mainline Expansion ProjectPak So, P.E., Stantec
IBC 22-08 De Roche Creek Lateral Bridge Slide – Easing Traffic Disruption & Improving SafetyJohn Zuleger, P.E., SPRAT 3, Michael Baker International
IBC 22-07 The OCCI Bridge BuilderDavid Rogowski, Genesis Structures, Inc.
IBC 22-06 Structural Health Monitoring of the Canakkale Bridge in Turkey, the Largest Monitoring System for the Longer Bridge in the WorldStéphane Joye, Sixense
IBC 22-05 Bridge Rehabilitation with Ultra-High Performance Concrete Bridge OverlaysPeter Seibert, P.Eng., UHPC Solutions North America
IBC 22-04 Japan’s Proven Solution to Prevent Unseating of Bridges During a Seismic EventHideto Kida, Dr. Eng., P.E., SHO-BOND Corporation
IBC 22-03 Cast-In-Place ABC Solution - The InQuik Bridge System Technical and Projects PresentationLogan Mullaney, InQuik Pty Ltd.
IBC 22-02 The Smart Hybrid Bridge - Time to Innovate in Bridge Management Policy and PracticeBrian Westcott, Ph.D., Intelligent Structures, Inc.
IBC 22-01 UHPC Repair of Steel Columns in the Walnut Tunnel in PhiladelphiaMichael McDonagh, P.E., P.Eng., Steelike, Inc.
IBC 21-79 Design-oriented Geostatistical Calculation of Pile and Shaft Axial CapacitiesMichael Davidson, Ph.D., P.E. , University of Florida
IBC 21-78 Substantial Downdrag Requires a Micro SolutionCraig Klusman , AECOM
IBC 21-77 An Innovative and Robust Sinkhole Repair for PennDOTThomas Leckrone, P.E., C.B.S.I., P.M.P. , Gannett Fleming, Inc.
IBC 21-76 Use of Spliced Girders for Long-Spans Crossing Environmentally Sensitive AreasSami Megally , Kleinfelder
IBC 21-75 The Kâhasinîskâk Pedestrian Bridge in Edmonton: Parametric design for user comfortPierre-Louis Cons, P.Eng. , Arup Canada Inc.
IBC 21-74 Design & Construction of the Lilac Pedestrian BridgeRobert Durfee , DuBois & King, Inc.
IBC 21-72Not PublishedALL EYES ON THE ICON: Navigating the Type Selection Process of the I Street Lift BridgeNoel Shamble , T.Y. Lin International
IBC 21-71Not PublishedStructure Health Monitoring and Dynamic Response of Two More than Century Old Truss Railroad BridgesCelso de Oliveira , University of Connecticut
IBC 21-70Not PublishedRope Tensioning, Span Balancing, Gear Indexing, and Seating Corrections of 3 Vertical Lift BridgesRobert Algazi , WSP USA
IBC 21-69 Remote Radar Monitoring for Bridge Load Testing and Stay Cable ForcesLarry Olson , Olson Engineering, Inc.
IBC 21-68 Validation of Fiber Reinforced Concrete Performance in Laboratory and Field for Bridge RehabilitationKuang-Yuan Hou , The Bridge Engineering Software & Technology Center, Department of Civil and Environmental Engineering, University of Maryland
IBC 21-67Not PublishedAn LRFR Approach for Classifying Military Vehicles for U.S. Army-Owned Bridges that Require Engineering JudgementMonica McCluskey, P.E. , PRIME AE Group
IBC 21-66 Proof Load Testing of Prestressed Concrete Adjacent-Beam BridgesMark Guzda , AECOM
IBC 21-65 Supporting Bridge Inspectors with Interactive Mixed Reality Visualizations of BIM Process and Geometry DataUrs Riedlinger , Fraunhofer Institute for Applied Information Technology FIT
IBC 21-64 UAS Recommendations for PennDOT Bridge InspectionsAlicia McConnell , Michael Baker International
IBC 21-63 Kentucky Transportation Cabinet - UAS for Bridge Inspection and Major Bridge Emergency ResponseTracy Nowaczyk, P.E. , Kentucky Transportation Cabinet
IBC 21-62 Sellersville Truss Rehabilitation: A Bridge Worth SavingBrian Watson, P.E. , HDR
IBC 21-61 Repurposed Bridge Rehabilitation: Converting HOV Lanes to Toll Lanes 395 Express LanesRoberto Vilanova , AECOM
IBC 21-60 Rehabilitation of the Rockville TrussBrian Byrne , Lochner
IBC 21-59Not PublishedStudy of Vehicular Impact on Reinforced Concrete Bridge Parapet for DesignBao Chuong, P.E. , Connecticut DOT
IBC 21-58TRB JournalEvaluation and Load Rating of a Steel Girder In-Span Hinge ConnectionSofia Puerto, Ph.D., P.E. , Michael Baker International
IBC 21-57 Design and Construction of Four UHPC Bridge Deck Overlays for NJDOTSteve Esposito, P.E., PMP , WSP USA
IBC 21-56 Construction Engineering using Bridge Integrated Modeling on the 3rd Avenue Bridge Rehabilitation ProjectIvan Liu, P.E. , FINLEY Engineering Group
IBC 21-55 The Graceful Beauty of the Parabolic Box Girder in Bridge Construction & other StructuresRobert Cisneros , High Steel Structures LLC
IBC 21-54 Advancing Rail System - The Assembly Line for Building the Rodanthe Jug-Handle BridgeJJ Reilly , McNary Bergeron & Associates
IBC 21-53 7 Mile Bridge Innovative High Capacity Friction CollarsGeorge Patton, P.E. , Hardesty & Hanover, LLC
IBC 21-52 From Breaking Ground to Ribbon Cutting - Constructing the Frederick Douglass Memorial BridgeJJ Reilly , McNary Bergeron & Associates
IBC 21-51 Construction and Constructability of the I-74 Mississippi River ArchesErich Heymann , McNary Bergeron and Associates
IBC 21-50 Part II: Strategies in the Cost-Effective Design of the New Harry W. Nice / Thomas “Mac” Middleton BridgeStephen Matty, P.E. , AECOM
IBC 21-49 Part I: Strategies in the Procurement, Design and Construction of the New Harry W. Nice / Thomas “Mac” Middleton BridgeKenneth Butler, P.E. , AECOM
IBC 21-48 Emergency Reconstruction of the Moravia Road Ramp to I-95 SouthboundScott Reynolds, P.E. , Hardesty & Hanover, LLC
IBC 21-47 A Novel Method of Project Delivery for the Kingston Third CrossingZachary McGain , International Bridge Technologies
IBC 21-46 Alternative Technical Concept (ATC) and Aesthetic Project Technical Enhancement (APTE) of the I-395/SR 836/I-95 Project in FloridaWilliam Detwiler, P.E. , T.Y. Lin International
IBC 21-45 Public-Private Partnership (P3) Procurement Method and Design-Build Delivery for the Samuel De Champlain BridgeGuy Mailhot, Eng. M.Eng., FSCE, FEIC , Infrastructure Canada
IBC 21-44TRB JournalAlternative System and Materials for Splicing Prestressed-Precast Concrete PileSeyed Saman Khedmatgozar Dolati , Florida international University
IBC 21-43 River Road Bridge over Raritan Valley RR, Emergency Bridge ReplacementSteve Esposito, P.E., PMP , WSP USA
IBC 21-42Not PublishedAccelerated Bridge Construction Techniques for the Rehabilitation of the Anacostia Freeway Bridges over Nicholson Street, SE, Washington D.C.Ruel Manuel , PRIME AE Group, Inc.
IBC 21-41Not PublishedSPMT Demolition of the West River BridgeMichael Oliver , STV Incorporated
IBC 21-40 Idaho Bridge Slides 2.0Brian Byrne , Lochner
IBC 21-39Not PublishedSteel Bridge Design Innovations for the New US27/S25/Okeechobee Rd. and SR826/Palmetto Expressway InterchangePatrick Noble, P.E., S.E. , FINLEY Engineering Group
IBC 21-38 Evaluation, Instrumentation & Retrofit of the Distortion-Induced Fatigue Cracking in the I-95/I-395 Steel Box Girder BridgesChristopher Smith, P.E. , Modjeski and Masters, Inc.
IBC 21-37 Emergency Repair of I-895 over Frankfurst Ave. by Cut Out and ReplaceMarcus Gursky, P.E. , Whitney Bailey Cox & Magnani, LLC
IBC 21-36Not PublishedRocker Link Replacement Quality ControlsJonathan Morey , WSP USA
IBC 21-35 The First Ultra High Performance Concrete (UHPC) Bridge Deck Overlay on a Major Suspension Bridge in the United StatesShekhar Scindia , Deleware River and Bay Authority
IBC 21-34 Transfer of Loading from Existing Main Cable to Supplemental CablesJonathan Morey , WSP USA
IBC 21-33 Brent Spence Bridge Fire and RehabilitationJason Stith, Ph.D., P.E., S.E. , Michael Baker International
IBC 21-32 Analysis of Steel Composite Bridges Exposed to LRT Fire – A Performance-Based DesignAguiade Drak El Sebai, P.E. , AECOM
IBC 21-31 Important Changes in the 2020 RCSC Specification for Structural Joints Using High-Strength BoltsJeff Greene , LeJeune Bolt Company
IBC 21-30 Using 3D Models to Improve Bridge Design and Deliver Better ProjectsMichael Alestra, P.E. , Pennoni Associates Inc.
IBC 21-29TRB JournalInstrumentation Results of New MASH Crash Tested Barriers for William P. Lane, Jr. BridgeTravis Hopper, P.E. , Modjeski and Masters
IBC 21-28 Using Innovative Design to Meet the Needs of StakeholdersGeorge Tawfik , STV
IBC 21-27Not PublishedBIM for Bridges and Structures Case Study: Outcomes and Lessons Learned from the Steel Bridge IndustryAaron Costin, Ph.D. , University of Florida
IBC 21-26 Jointless Accelerated Bridge Construction in Seismic RegionsBijan Khaleghi , Washington State DOT
IBC 21-24 Longfellow Bridge Rapid ConstructionWilliam Goulet, S.E. , STV Incorporated
IBC 21-23 Replacement of the BNSF Truss 66.4 – A Multi-Level Approach to Accelerated Bridge Construction - Fabrication to Roll-On to Float-InJoe Knapp , Genesis Structures
IBC 21-22 Design and Construction of the Fulton BridgesMatthew Bunner, P.E. , HDR
IBC 21-21 Design and Construction of Prefabricated Bridge Elements for the Replacement of Bridges 1-676 and 1-677Nicholas Dean, P.E., M.C.E. , Delaware DOT
IBC 21-20 Saving the Bridge – The Long Term Solution to Mitigate Aggressive Pile CorrosionDonald Green, P.E. , Michael Baker International, Inc.
IBC 21-19TRB JournalFinite Element Analysis and Long-term Monitoring of a Highway Overpass Bridge with Newly Constructed Link Slabs and Modified BearingsYifan Zhu , The Bridge Engineering Software and Technology (BEST) Center, University of Maryland
IBC 21-18 Innovative Design Applications: 31st Street NW Bridge over C&O Canal, Washington, DCBradford Shaffer , AECOM
IBC 21-17 Preservation of an Open Spandrel Historic Arch Bridge and an ASR Affected Bridge in North CarolinaJohn Sloan , AECOM
IBC 21-16 Bridge Digital Twin: A Paradigm Shift in Digital Preservation of Bridges against Overweight DamagesAaron Costin, Ph.D. , University of Florida
IBC 21-15 Rehabilitation and Replacement of 26 Bridges along I-70Michael Perry, P.E. , Stantec
IBC 21-14 Partial Steel Girder Replacement Due to Repeated Impact Damage and Use of Instrumentation to Monitor Effectiveness of RepairLaura Magoon, P.E. , RK&K
IBC 21-13TRB JournalSafe Platooning Headways on Girder BridgesJoshua Steelman , University of Nebraska-Lincoln, Ph.D., P.E.
IBC 21-12 Horizontally Curved Steel Bridge Girder with Rectangular Tube Top FlangeGeoffrey Stryker , STV Incorporated
IBC 21-11 Design & Construction of the GCRTA Blue Green Line BridgesChristopher Cummings, P.E., DBIA , Michael Baker International
IBC 21-10TRB JournalInfluence of Material Toughness on Fracture Reliability in Steel BridgesFrank Artmont , Modjeski and Masters
IBC 21-09 Planning and Design of the I-294 Mile Long BridgeLance Peterman, Jr., P.E., S.E. , HDR
IBC 21-08 Bridge Resiliency and Post-Earthquake Functionality RequirementsBijan Khaleghi , Washington State DOT
IBC 21-07 Seismic Design of the Gerald Desmond BridgeJavier Campos , Arup
IBC 21-06Not PublishedChacao Bridge: Testing of Key Bridge Components to Ensure Effective Life-Cycle PerformanceCarlos Mendez-Galindo, Ph.D. , mageba Latin America
IBC 21-04 Cathodic Protection of Arlington Memorial Bridge with Two-Stage AnodesNatallia Shanahan , Vector Corrosion Services
IBC 21-03 Lessons Learned from Using UAVs for Bridge Inspection on the Latah High Bridge in Spokane, WANathan Schuett , PRENAV
IBC 21-02 High Load Multirotational Bearings for the Laguardia Airport Modernization ProjectRon Watson , R. J. Watson, Inc.
IBC 21-01 Innovative Bridge Rehabilitation using Pultruded FRP DeckingAli Mohammed , Wagners CFT
IBC 21-Reserve Zhou Initial Field Response and Modeling of Two Skewed Steel I-Girder BridgesSiang Zhou, University of Illinois
IBC 21-Reserve Mertes Tunnel Fire Durability, Ventilation Analysis and Development of the NTIS Tunnel Inspection and Load Rating ManualRama Krishnagiri, WSP
IBC 20-81 US 54 Canadian River Cast-in-Place Segmental BridgeJeff Mehle, McNary Bergeron & Associates
IBC 20-80 Rapid Construction of a Precast Segmental Bridge Using the Span-by-span MethodHarry McElroy, P.E., M.S., McNary Bergeron and Associates
IBC 20-79 Stites Tunnel: Replacing the Bridge Inside a TunnelQuentin Rissler, P.E., Larson Design Group
IBC 20-78 High Load Jacking Frames for Pin and Hanger Replacement at the Robert Moses CausewayQi Ye, P.E., CHI Consulting Engineers, LLC
IBC 20-76 Emergency Response to Route NJ 139WB FireGregory Stolowski, P.E., WSP USA
IBC 20-75 Using ABC Techniques Under Phased ConstructionThomas Anthony, P.E., CBSI, The Markosky Engineering Group
IBC 20-74 Using ABC to Widen America’s Longest Bridge – What’s Old is NewChristopher White, Volkert, Inc.
IBC 20-72Not PublishedTemporary Bridge Slide Accelerates Interstate Construction in MinnesotaJoe Campbell, P.E., M.S.C.E., FHWA - Minnesota Division
IBC 20-71 Underwater Rehabilitation of the SR 141 (Newport Viaduct) Piers 2 and 3 FoundationsJohn Ward IV, AECOM
IBC 20-70 Electrochemical Chloride Extraction for Substructure Preservation - Milltown Road over US-1Melissa Mertes, WSP USA
IBC 20-69 Directionality of Soil Resistance for Design-Oriented Lateral Load Analysis of Bridge PiersMichael Davidson, University of Florida
IBC 20-68 Execution of a Large-Scale Design-Phase Pile Test Program for the I-480 Valley View BridgeBenjamin White, GRL Engineers, Inc.
IBC 20-67 Route 29/195 EB Ramp to Route 295 SB Emergency RepairGeorge Zimmer, WSP USA
IBC 20-66 A Simplified Calculation Method of Flexural Strength Calculation for CFST Composite Truss BridgeYinping Ma, Chang'an University
IBC 20-64 Development of Design Charts for Transverse Vertical Shear in Shear-Connected Precast Concrete Box Beam Bridges Subjected to AASHTO Truck LoadingHosam Sennah, Ryerson University
IBC 20-63 Innovative Design Techniques and Materials Benefit the New High Rise Bridge over Southern Branch of the Elizabeth RiverGregory Shafer, Parsons
IBC 20-61 Design and Construction of the SR 22 Bridge ReplacementsDavid Klyce, P.E., RK&K
IBC 20-60TRB JournalPress Brake Formed Tub Girders Prove Successful in Project with Challenging Site ConstraintsKarl Barth, Ph.D., West Virginia University
IBC 20-59 A Gathering Place for Tulsa - Taking The Midland Valley Trail Across Riverside DriveGregor Wollmann, P.E., HNTB
IBC 20-58 Mon Wharf Switchback Pedestrian BridgeJason DeFlitch, P.E., SAI Consulting Engineers, Inc.
IBC 20-57Not PublishedTwo Girder System Redundancy Design Glen Road Pedestrian BridgePaulina Arczewska, Ph.D., P.Eng., Morrison Hershfield
IBC 20-55 New Pedestrian Cable-Stayed Bridge at University of MemphisRoger Haight, P.E., ENV SP, WSP USA
IBC 20-54 Atwater Village Cable Stayed Equestrian BridgeDan Fitzwilliam, T.Y. Lin International
IBC 20-53 Walk Through the Eye of a NeedleDan Fitzwilliam, T.Y. Lin International
IBC 20-52 Adding a Lane to the Historic Pulaski Skyway - Design and Construction of Large Floorbeam CantileversDaniel Zaleski, P.E., WSP USA
IBC 20-51 Steel Truss Gusset Load RatingDavid Konz, P.E., S.E., Atkins
IBC 20-50 Structural Testing and Monitoring of the I-15 Virgin River BridgesTravis Butz, Burgess and Niple
IBC 20-49 Deck Slab Closure Effects on Bridge Behavior: James River Bridge CaseSherif Daghash, Ph.D., P.E., Michael Baker International
IBC 20-47 In-depth Inspection, Refined Analysis and Retrofit of Two Skewed Steel Bridges with Distortion-Induced Fatigue CrackingJordan Coleman, EIT, WSP USA
IBC 20-46 Diagnosis and Repair of Deficiencies in Ohio Post-Tensioned BridgesTravis Butz, P.E., Burgess and Niple
IBC 20-45 Construction of the Gilman Arch Bridge at UC San DiegoAnthony Sanchez, P.E., Sytra IBT
IBC 20-44 The New Champ Clark Bridge: Using Design-Build to Span the Mississippi RiverMike Briggs, P.E., S.E., HNTB Corporation
IBC 20-43 Temporary Jacking Frame and Hanger for Delaware Memorial BridgesQi Ye, P.E., CHI Consulting Enigneers, LLC
IBC 20-41 Design and Erection of Structural Steel for the I-480 Valley View BridgeNoah Holladay, Walsh Construction Company II, LLC
IBC 20-38 Construction of the Tawatina LRT BridgeJerry Pfuntner, P.E., S.E., P.Eng., FINLEY Engineering Group
IBC 20-36 Design of the Gordie Howe BridgeSteven Stroh, Ph.D., P.E., S.E., P.Eng., AECOM
IBC 20-35 Two Become One: Advanced Analysis and Design for Adjacent Precast Tub Girders for High Speed RailChris Knipp, P.E., Jacobs
IBC 20-33 Rail-Structure Interaction and Track Serviceability Analysis of High Speed Rail BridgesSarwar Naveed, P.E., S.E., RailPros
IBC 20-32 Accelerated Replacement of the CSX Bayou Sara Swing Span BridgeKevin Kane, P.E., Brasfield & Gorrie, LLC
IBC 20-31 Float-Out and Float-In of BNSF Wind River TrussJoe Knapp, Genesis Structures
IBC 20-30 Upgrading a Tunnel for the 21st CenturyMartha Averso, P.E., Gannett Fleming, Inc.
IBC 20-29 Investing in Safety – Designing for AASHTO Guide Specifications for Vessel Collision of Highway Bridges with Sustainable MaterialsSam Boukaram, WSP USA
IBC 20-28Not PublishedDehumidifying and Preserving the Main Cables of the Historic Anthony Wayne BridgeJoshua Pudleiner, AECOM
IBC 20-27 The Rehabilitation of the Historic Penn Street BridgeGrant Flothmeier, P.E., Gannett Fleming, Inc.
IBC 20-26 Use of Carbon Fiber Composite Wrap and External Post-tensioning to Strengthen Prestressed Concrete I- beams in the Hampton Roads Bridge Tunnel Approach SpansMichael Sprinkel, P.E., Virginia DOT
IBC 20-25 Development of the Rehabilitation Program for the Historic 3rd Avenue Bridge – A CM/CG ApproachKeith Molnau, P.E., Minnesota DOT
IBC 20-24 Design Challenges of a Unique Conventional Highway Bridge that SwingsJack Ajrab, M.Sc., P.Eng., Parsons
IBC 20-23 From Quincy to Haiti, Salvaging a Bridge for Charity over the Riviere Cochon GrasBrian Brenner, Tighe & Bond
IBC 20-22 Retrofit of a Rolling Leaf Bascule BridgeGregory Black, P.E., AECOM
IBC 20-20 Rt 7 Wittpenn Bridge over the Hackesack Design and ConstructionLeonardo Giraldo, Jacobs
IBC 20-19 Metro North Movable Bridge Inspections and EvaluationsMuhammad Ammad, TranSystems
IBC 20-18 Rehabilitation and Widening of the Historic I-78 Mainline Spandrel Arch BridgeCarol Choi, T.Y. Lin International
IBC 20-17 Emergency Response and Repair of State Route 6 Bridge over French Creek following Over-Height Vehicle StrikeFrank Artmont, Ph.D., P.E., Modjeski and Masters
IBC 20-16 Low-Frequency Sinusoidal Web Girders Using Conventional Fabrication TechniquesPeter Wang, Ph.D., Princeton University
IBC 20-15 A Spliced Girder Bridge for the Wilmington WaterfrontJoshua Kahan, P.E., Rummel, Klepper, & Kahl
IBC 20-14 The 2.4-Mile Long Rodanthe Bridge in North CarolinaSatrajit Das, Ph.D., P.E., RK&K
IBC 20-13Not PublishedFHWA Bridge Welding Reference ManualRonnie Medlock, High Steel Structures LLC
IBC 20-11 Long-Lasting Project History Spurs Rapid Replacement of US Route 1 Over I-95 in Stamford, ConnecticutGeorge Gerard V, P.E., WSP USA
IBC 20-10 Replacement of the Shaler Street Bridge Using Self-Propelled Modular TransportersMatthew Cochran, P.E., Lochner
IBC 20-09 Wellsburg Bridge - Construction Methods and Float InCharbel Raad, McNary Bergeron & Associates
IBC 20-08 EB Wilson Boulevard Bridge over Route 50: ABC Weekend Superstructure ReplacementKelly Guild, P.E., WSP USA
IBC 20-04 Monitoring of First Circular (reusable) BridgeChris Fielding, DYWIDAG
IBC 20-03 Weekend Deck Replacements of Four Interstate Bridges Utilizing a Simple Precast Deck SystemJohn Gonyea, Fort Miller
IBC 20-02 Landslide Mitigation for Bridge Piers on Unstable Slope with Rows of Pressed-in Pipe PilesTakefumi Takuma, Giken Ltd.
IBC 20-01 Substructure Rehabilitation using Galvanic Encasement of the Frederick G Gardiner ExpresswayRachel Stiffler, Vector Corrosion
IBC 19-80 Design and Construction of the 2nd Street Bridge - Austin, TexasRobert Anderson, P.E., S.E., AECOM
IBC 19-79 Pedestrian Bridges and Walkways – Controlling Vibration Through Tuned Mass Damper DesignPierre-Oliver Dallaire, M.A.SC., ING, RWDI
IBC 19-78 Heavy Haul Adjacent Bulb Tee BridgeAaron Craig, P.E., P. Joseph Lehman, Inc.
IBC 19-77 Dynamic Analysis Evaluating Human Induced Vibrations in a Lightweight Suspension BridgeMartin Hudecek, Ph.D., E.I.T., Stantec Consulting Ltd.
IBC 19-76 A Refined Analysis Method for Load Rating a Spandrel Arch BridgeKhatereh Vaghefi, Ph.D., P.E., WSP USA
IBC 19-75 Inspection of the Glen Canyon Dam Access Tunnel in Page, ArizonaSteve Brandon, P.E., P.G., Schnabel Engineering Inc.
IBC 19-74 Seeing beyond the Surface - Underwater Visualization using 3D SonarNicole Bartelt, P.E., Minnesota DOT
IBC 19-73 A New View for Bridge InspectorsJoe Campbell, P.E., M.S.C.E, FHWA - MN
IBC 19-72 Preliminary Analytical Study of Live Load Effect on Seismic Responses of Simply Supported BridgeCunyu Cui, Tongji University
IBC 19-71 Seismic Design of Integral Abutment BridgeMohamed Zawam, WSP Canada Inc.
IBC 19-70 Repair of CFST Bridge Columns Subjected to Seismic LoadingMax Stephens, University of Auckland
IBC 19-69 Novel Approach towards Improving the Seismic Response of Irregular Bridges: Tuned StructuresMax Stephens, University of Auckland
IBC 19-68 Village Covered Bridge (Friendship Bridge) Adaptive ReuseJames Hall, Jr., P.E., Dubois & King, Inc.
IBC 19-67 Frances Appleton Pedestrian Bridge Design and ConstructionMiguel Rosales, AIA, Rosales + Partners
IBC 19-66 Bringing the Past to Life: Historic Glendale Bridge Restored and RepurposedAnthony Steffee, P.E., Mead & Hunt, Inc.
IBC 19-65 Poplar Street Bridge SlideGregory Kuntz, P.E., HDR
IBC 19-64 Bridge Foundations: Constructability Considerations in the Design and Selection ProcessSteve Fung, P.E., Schnabel Engineering
IBC 19-63 Implementation for Design of Bridges to Resist Dynamic Barge Impact LoadsMichael Davidson, Ph.D., P.E., University of Florida
IBC 19-62 Low-Cycle Fatigue Cracking of DelDOT BR 1-501: A Case StudyJames Bellenoit, P.E., AECOM
IBC 19-61 Behavior of Eyebars on a 110-year Old Truss Railroad BridgeDavid Jacobs, P.E., F.ASCE, University of Connecticut
IBC 19-60 Myrtle Avenue Bridge: The Accelerated Replacement of the New York City Transit BridgeArjuna Ranasinghe, Ph.D., P.E., SE, PP, Jacobs Engineering
IBC 19-59 Design of a Concrete Tied-Arch Bridge for California High-Speed Rail Requirements: Use of Vertical Hangers vs Inclined HangersEbadollah Honarvar, Ph.D., P.E., Jacobs
IBC 19-58 Study of Rail Break Gap on Bridges: Finite Element Analysis, Modification of Gap Formula and Parametric InvestigationHamid Omran, Ph.D., P.Eng., Stantec
IBC 19-57 Design of Ihsaniye Viaduct of Northern Marmara MotorwayJulien Erdogan, Freyssinet
IBC 19-56 Design and Construction of a Modern Concrete Segmental BridgeJohn Dvorak, P.E., CBI, Figg Bridge Engineers, Inc.
IBC 19-55 Landmark Extradose Bridge on the Ganges RiverMorgan Trowland, P.Eng., McElhanney Consulting Services
IBC 19-54 Design and Erection Analysis of the New Frederick Douglass Memorial BridgeNathan M. Porter, P.E., AECOM
IBC 19-53 Creation of an Elegant and Iconic New Frederick Douglass Memorial BridgeKenneth V. Butler, P.E., AECOM
IBC 19-52 Innovative Construction Means and Methods for the New Samuel De Champlain BridgeJeff Rogerson, P.Eng., Flat Iron Corp.
IBC 19-51 Technical Challenges in Design of the Approach Viaducts of the New Samuel De Champlain BridgeZachary McGain, P.Eng., P.E., Systra International Bridge Technologies
IBC 19-50 Design of the Cable-Stayed Bridge Signature Span of the New Samuel De Champlain BridgeMarwan Nader, Ph.D., P.E., T.Y. Lin International
IBC 19-49 The New Samuel De Champlain Bridge – Performance and Design CriteriaMarwan Nader, Ph.D., P.E., T.Y. Lin International
IBC 19-48 Owner Objectives and Delivery Method for the New Samuel De Champlain Bridge Corridor ProjectGuy Mailhot, P.Eng., M.Eng., Infrastructure Canada
IBC 19-47 Reduced Partial Factors for Load Assessment in UK Assessment StandardsChris Hendy, FREng, MA CEng FICE Eur Ing, Atkins SNC-Lavalin
IBC 19-46 3D Simulation Testing of Resistance Barrier GatesRama Krishnagiri, WSP
IBC 19-45 Detailing for Precast Elements Under High Seismicity in the Sound Transit Northgate Link ExtensionJustin Clark, P.E., WSP
IBC 19-44 Advantages of Permanent Top Strands in Precast/Prestressed Concrete Bridge GirdersRichard Pickings, MS, P.E., BridgeSight Inc.
IBC 19-43 Evolution of Bolt and Rivet Shear Strength in Steel StructuresRaymond Tide, D.Sc., S.E., Wiss, Janney, Elstner Associates, Inc.
IBC 19-42 Replacing a Historic Welded Steel Rigid Frame BridgeRebekah Gaudreau, P.E., WSP USA
IBC 19-41 Virginia Adjacent Member Connections for Prestressed Concrete Boxbeams and SlabsJunyi Meng, Ph.D., P.E., Virginia DOT
IBC 19-40 IBC 19-40: Multiaxial Fatigue Life Assessment of a Vertical-Lift Bridge Connection using Strain Rosette DataSofia Puerto Tchemodanova, Tufts University
IBC 19-39 Jacques Cartier Bridge – Challenges in Wind Rehabilitation Work of an Old Steel Truss BridgeStoyan Stoyanoff, Ph.D., P.Eng., ing., RWDI
IBC 19-38 Retrofitting the Burlington-Bristol BridgeDanielle Schroeder, EIT, Pennoni
IBC 19-37 Design and Construction of Blenheim Covered BridgeSean James, P.E., Hoyle, Tanner & Associates, Inc.
IBC 19-36 Adams Avenue Historic Arch Structure RehabilitationChristopher Bentz, P.E., Alfred Benesch and Company
IBC 19-35 Lightweight Superstructure Replacement of the Bridge Carrying Baltimore Harbor Tunnel Thruway Over Patapsco River FlatsShilpa Kodkani, P.E., Rummel Klepper and Kahl
IBC 19-34 Rehabilitation of an Historic Phoenix Column Truss Bridge Due to Vehicular CollisionJohn Baumgardner, P.E., HDR
IBC 19-33 Suspender Cable Inspection Using Advanced Robotic Technology at Arrigoni BridgeMuhammad Asif Iqbal, P.E., LEED Green Associate, AI Engineers, Inc.
IBC 19-32 Design & Construction of the Shimla Cable Stayed BridgeLucas Wise, CPEng., Systra - International Bridge Technologies
IBC 19-31 A Beacon of Coastal Beauty – Inspired by Community VisionWilliam Johnson, IV, P.E., SE, Figg Bridge Engineers, Inc.
IBC 19-29 Curtis Creek Bridge Rehabilitation CMARDonald Marinelli, P.E., Hardesty & Hanover
IBC 19-28 NEXT beam bridges for 100 plus year service lifeJianwei Huang Ph.D., P.E., Southern Illinois University Edwardsville
IBC 19-27Not PublishedContractor Manager/General Contractor (CMGC) Delivery of a Tied Steel Arch Bridge Re-DeckingJonathan Eberle, P.E., AECOM
IBC 19-26 Measurement and Use of Pile Set-Up in Design and Construction of the I-480 Valley View BridgeRandy Thomas, Jacobs
IBC 19-25 Effects of Stiffness, Creep, and Shrinkage on RC Arch BridgesLeon Lung-Yang Lai, Ph.D., P.E., S.E., Specialty Engineering, Inc.
IBC 19-24 NJDOT Sign Structure LRFD Design Standard UpgradesGeorge Zimmer, WSP
IBC 19-23 Steel Bridge Member Resistance – AASHTO Compared to Other International CodesTerry Cakebread, BSc, Ceng., MICE, LUSAS
IBC 19-22 Centennial Bridge - A New Connection to the Historic Cabrillo Bridge in Balboa ParkAnthony Sanchez, Ph.D., P.E., Systra - International Bridge Technologies
IBC 19-21Not PublishedEvaluation of Fabrication Effects for a Lift Bridge Steel Orthotropic DeckSougata Roy, Ph.D., Rutgers, The State University of New Jersey
IBC 19-20 Iowa City Gateway: Park Road BridgeNatalie McCombs, P.E., S.E., HNTB
IBC 19-19 Carbon FRP Jackets for Seismic Strengthening of Bridge Piers - A Case StudyGregg Blaszak, Milliken Infrastructure Solutions, LLC
IBC 19-18 Flexura Strengthening of Heavily Corroded Steel Members Using CFRPSamuel Sherry, Virginia Tech
IBC 19-17 Emergency Bridge Repairs During the Winter, Chisago County Rd 10 Over 1-35Mark Pribula, P.E., Minnesota DOT
IBC 19-16 Application of ABC Techniques in the Travis Spur Rail Bridge Replacement in Staten Island, New YorkJing Kang, P.E., SJH Engineering, P.C.
IBC 19-15 Collaboration & Innovation in Emergency ResponseKyle Smith, P.E., S.E., Greenman-Pedersen, Inc.
IBC 19-14 More Than A Bridge - Rehabilitating Arlington Memorial Bridge: Our Capital's Ceremonial EntranceShane Beabes, P.E., AECOM
IBC 19-13 South Tenth Street Bridge RehabilitationStan Nalitz, P.E., AECOM
IBC 19-12 Designing Out Risk: The North Hero-Grand Isle Bridge Replacement ProjectMichael Mozer, P.E., HDR
IBC 19-11 Design and Construction of Post-Tensioned Straddle Bents for US 301 over SR 1, New Castle County, DelawareLoai El-Gazairly, Ph.D., P.E., Whitman, Requardt & Associates , LLP
IBC 19-10 A New Perspective of Accelerated Bridge ConstructionJoan Zhong-Brisbois, Ph.D., P.E.,
IBC 19-09 Field Evaluation of a Shallow Press Brake Formed Tub Girder with a Steel Sandwich Plate DeckKarl Barth, Ph.D., West Virginia University
IBC 19-08 ABC Replacement of Commonwealth Avenue Bridge in Boston, MAJustin Ponting, Walsh Construction Company
IBC 19-07 Innovative ABC Replacement of a Freight Railroad Bridge in Fort Worth, TexasDoug VanSlambrook, The Walsh Group
IBC 19-06 ABC in Florida - A Practical Look Into Past, Present, and Future FDOT Projects Utilizing ABC TechniquesMatthew Kosar, Florida DOT
IBC 19-05 Non-Destructive Testing on High Load Multirotational BearingsRonald Watson, R.J. Watson, Inc.
IBC 19-04 Case Studies of Bridge Failure due to Scour and Prevention of Future FailuresRoger Simpson, Ph.D., AUR, Inc.
IBC 19-02 Incremental Launching Method for Cayirköy BridgesFrancois Pissot, Freyssinet
IBC 19-01 Automated Reinforcement of Bridges Under a BIM PerspectiveAlexander Mabrich, P.E., MSc, MBA, Bentley Systems