IBC 2025 PDH Request Form Use this form to request your credit. Certificates will be emailed after verification. "*" indicates required fields Name First Last Email* Certificates will be sent to this email addressNY State Will be used for New York State Continuing Ed Requirements Florida State Will be used for Florida State Continuing Ed Requirements Attendee Florida P.E. Number Monday, July 14, 2025 Keynote Session Featured State Session AM Featured State Session PM IBC 25-01: Demolition 101: An Introductory Guide to the Bridge Removal Process IBC 25-02: Demolition of the I64 Truss over the Kanawha River using Strand Jacking and Balanced Cantilever Demolition IBC 25-03: Buck O’Neil Bridge Demolition IBC 25-04: NDT-inspection and Initial Residual Service Life Assessment of the Lysefjord Suspension bridge with more than 2000 Main Cable Wire Breaks IBC 25-05: Constructing the Benjamin Franklin Bridge’s Dehumidification System IBC 25-06: A Case Study on the Replacement of OSPD Deck Panels on an Existing Suspension Bridge IBC 25-SS01: Evaluating the Potential for Digital Delivery in Bridge Inspections IBC 25-SS02: Joint Sealing for Short Span Bridge Decks IBC 25-SS03: Parametric Steel Bridge Design IBC 25-SS05: Advancing Bridge Digital Models beyond Design IBC 25-SS06: Pennsylvania Turnpike 3D Bridge Modeling: Lessons Learned & Future Goals IBC 25-SS07: Utah’s Experience with the Delivery of Digital Bridge Projects IBC 25-SS08: Emerging Technologies in Bridge Evaluation and Inspection: Case Studies on Practical Applications IBC 25-SS09: SR 0318 Over SR 0376 Emergency Bridge Replacement Project – Accelerated Design and Construction IBC 25-SS10: SR 74 (Queen Street) over I-83, Vehicular Impact Emergency Repairs IBC 25-SS11: Rapid Steel Solutions for Bridge Emergencies IBC 25-SS12: Investigation of the Fern Hollow Bridge Collapse IBC 25-SS13: Ductility: Another View IBC 25-SS14: Fatigue, Fracture, and Redundancy in Steel Bridges in 2025 IBC 25-SS15: Panel Discussion with Duane Miller and Rob Connor W01: Vessel Collision Evaluations for Major Bridges W01: Protection of the Delaware Memorial Bridge Against a Vessel Allision W02: Bridges Around the World – A Journey in “Pecha Kucha” Images Tuesday, July 15, 2025 Tour of Beaver Valley Bridge IBC 25-07: Leveraging ABC Techniques for Weekend Bridge Replacements: A Case Study in Traffic Management and Efficiency IBC 25-08: Accelerated bridge construction including helical pile for a railroad truss replacement in an urban environment IBC 25-09: Sonoma Marin Area Rail Transit – Precast Bridge 16.86 over San Rafael Creek (San Rafael, CA) IBC 25-10: Repairs to the Historic Tombigee River Hwy 182 Bridge IBC 25-11: Increasing Interstate Vertical Clearances in an Urban Environment IBC 25-12: Crawford Avenue Bridge Rehabilitation – They don’t make them like they used to and that’s okay. IBC 25-13: Chesapeake Bay Bridge Deck Replacement Using Accelerated Bridge Construction IBC 25-14: Underwater Concrete Repairs on the Eastbound William Preston Lane, Jr. Memorial (Chesapeake Bay) Bridge IBC 25-15: Suicide Deterrents Save Lives IBC 25-16: LRFR Load Rating of Horizontally Curved Composite Steel Tub-Girder Bridges: An Illustrations IBC 25-17: Greater Cleveland Regional Transit Authority Waterfront Line Bridge Rehabilitation IBC 25-18: Portage Bay – A segmental bridge built in an active landslide IBC 25-19: ESCR Tied Arch Pedestrian Bridges IBC 25-20 and 25-21, Schuylkill River Trail Cable-Stayed Pedestrian Bridge including Integrated Construction Methods of Cable-Stay Pedestrian Bridges IBC 25-22: A New Iconic Bridge for Brisbane IBC 25-23: Historic Route 66 Bridgeport Bridge Rehabilitation IBC 25-24: Rehabilitation of the Historic Monument Place Bridge IBC 25-25: Adaptive Reuse of the Historic Mount Carbon Bowstring Truss IBC 25-26: Pier Replacement with Temporary Crash Wall IBC 25-27: Yellowstone River Bridge Replacement – Unique Solutions in a Unique Environment IBC 25-28: CTA Harlem Transit Station Bus Bridge Replacement – Multi Discipline, Design, Construction & Innovation IBC 25-29: Reprofiling of An Existing Cable Stayed Bridge – US 17/SR 404 SPUR BRIDGE IBC 25-30: The Mast: Designing a Signature Cable Stayed Pedestrian Bridge IBC 25-31: Inspection of Modern Stay Cable Systems IBC 25-32: A Bridge Widening at an MSE Retaining Wall Conflict IBC 25-33: Fatigue Assessment of Long Span Steel Bridges IBC 25-34: Refined Load Rating of a Bridge with Unique Reinforced Concrete Arch and Stringer-Floorbeam Spans W03: Guidelines for Nonlinear Finite Element Analysis of Rein-forced Concrete Columns with Various Types of Degradation Subjected to Seismic Loading W03: Loading History Effects on Drift Capacity of Reinforced Concrete Columns Under Seismic Loading W03: GFRP Reinforcing: The future of Bridge Design W03: Hydrodemolition in the United States W03: Insights into Segmental Bridge Maintenance: Critical Components, Distress Identification, Repair Design, and Load Rating W04: Accounting for Deterioration in Bridge Load Rating W04: Characterizing Design-Basis Fire Exposure for Highway Bridges IBC 25-35: Construction of the Hawk Falls Deck Arch IBC 25-36: Design and Construction of an Airplane Carrying Bridge for MidAmerica Airport IBC 25-37: Launched Construction of Simple-Span Structures for the Laredo-to-Nuevo Laredo Railroad Bridge over Rio Grande River IBC 25-38: McClugage Bridge Tied Arch Span Construction and Float-In IBC 25-39: Planning and execution of bridge deck closures on the world’s longest precast segmental span IBC 25-40: Transforming a Decommissioned Marine Corps Elevated Causeway System (ELCAS) for Versatile Construction Access Solutions IBC 25-41: Reconnecting communities: How capping the I-35 will change Austin, Texas for generations to come IBC 25-42: The Brent Spence Bridge Corridor Project – A New Ohio River Crossing and Approach Structures IBC 25-43: Modernizing Lawrence to Bryn Mawr with Segmental Box Girders for the Chicago Transit Authority IBC 25-44: The wind design of the longest cable-stayed bridge in North America, the Gordie Howe International Bridge IBC 25-45: Design and Construction of 3-Tower 4-Span Cable-stayed Mississippi River Bridge IBC 25-46: Rebuilding the Lynchpin of American Commerce – the new I-70 Rocheport Bridge IBC 25-47: I-35 Haunched Slab Bridge Raises IBC 25-48: Tying Two Nonredundant Steel Two-Girder Bridges Together with Floorbeams to Create a Single Bridge IBC 25-49: James River Bridge – Main and Auxiliary Wire Rope Replacement IBC 25-50: The US 50-Blue Mesa Bridge Emergency Repair IBC 25-51: Retrofitting for Longevity: Modification of In-Service Steel Box Girders to Facilitate Bridge Inspection and Maintenance IBC 25-52: Heat Straightening Practices IBC 25-53: Recommendations for Numerical Modeling for Rail Structure Interaction Analysis IBC 25-54: Railroad Bridge Live Load Impact Versus Train Speed: Field Test Evaluation IBC 25-55: Park Avenue Viaduct Replacement – Analysis and Design, Pushing the Envelopes of Accelerated Construction IBC 25-56: Design and Construction of a Steel Gussetless Truss Bridge for Railroad Application IBC 25-57: HLMR Disk Bearings Applications of on Light Rail Structures W05: Transforming Structural Bolting: Cutting-Edge Developments in F3148 TNA® Fastening System W05: Constructability Design Requirements for Steel I-Girder Bridges W05: Building for the Future: Corrosion Protection Systems for Steel Bridges W06: SNBI Implementation and Bridge Inspection Updates W06: Connecting Digital Twins with 2D Plans W06: Damage Detection in Concrete Elements Strengthened or Reinforced with FRP Wednesday, July 16, 2025 IBC Walking Tour IBC 25-58: Truss Panels Replacement and Structural Monitoring, Pulaski Skyway Span 47 IBC 25-59: In-site testing data analysis of Kinmen bridge IBC 25-60: Extending Service Life to 200 Years: Insights from 30 Years of Optimizing Corrosion Sensor Use at the Great Belt Link IBC 25-61: Bearing Rehabilitation and Replacement on the Great Belt Link West Bridge IBC 25-62: Steel Bridge Design Resources for Efficient Conceptual Design Decisions IBC 25-63: Cast Steel Connections in Steel Bridges IBC 25-64: Horizontally Curved Steel I-Girder Bridge Cross-Frame Design Evaluation and Guideline Synthesis IBC 25-65: I-65 over Kentucky St. and Brook St. – System Redundancy of Three-Grider Integral Steel Straddle Bents IBC 25-66: CIP Segmental Design of the Beaver River Bridge IBC 25-67: Multiple 52-hour Bridge Closures Eliminated with Strategic Workplanning IBC 25-68: CSX Chickasaw Creek Swing Bridge Rehabilitation and Automation IBC 25-69: Design of the Belden Bly Bascule Bridge IBC 25-70: Renfrew Bridge – Glasgow’s First Double Swing IBC 25-71: Unique Design and Construction of the Zaza River Bridge in Cuba IBC 25-72: Abingdon Road Bridge Redefined IBC 25-73: PennDOT’s FIRST Digitally Delivered Bridge Project IBC 25-74: Analytical Approach to the Erection Geometry of the Msikaba River Bridge IBC 25-75: The New AASHTO Risk-targeted Design Ground Motions IBC 25-76: Design and Construction of Raging River Bridge IBC 25-77: Aerodynamic performance of cable-supported bridges during retrofit operations IBC 25-78: Seismic Analysis and Design of a Curved Overpass in Guayaquil, Ecuador IBC 25-79: Predicting Girder Deflections for Phased Construction and Widening IBC 25-80: Incremental Launching of 256m Steel Box Girder Bridge on QEW highway over Credit River in Ontario IBC 25-81: Two Landmark Cable Stayed Bridges for Active Transport in Perth IBC 25-82: Design and Construction of Macau Bridge IBC 25-83: The new Pattullo Bridge in Vancouver, B.C. IBC 25-84: The New Storstrøm Bridge – erection methods, ship impacts and train runability IBC 25-85: Reconstruction of False Chord Truss Members on the Eastbound William Preston Lane, Jr. Memorial (Chesapeake Bay) Bridge W-07: Orthotropic Decks W08: The Future of Transportation Engineering W08: What is AASHTO all about? W08: ABC Details W08: Steel Bridge Training Opportunities for Young Engineers W08: Education and Training Resources for Concrete Bridges W08: Things I Wish I Knew – Guidance for New Bridge Engineers Additional Options of Participation Speaker Session Chair Paper Number Additional CommentsCertification* I confirm that I have attended the above checked sessions and would like them to be applied towards Professional Development Hours (PDH) credit issued through the Engineers’ Society of Western Pennsylvania for my attendance at the International Bridge Conference®. Δ
