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Page Title: Staff Contact




Jose.Gomez@VDOT.Virginia.gov



Projects:
  • 97313 - Sandwich Panel Steel Deck System  -  Project Monitor   
  • 97314 - Comparison of the Performance of UHPC Bridge Deck Panels to FRP, Steel, & Full Depth Precast Concrete Bridge Deck Panels  -  Project Monitor   
  • 83146 - Field Study of the Wolf Creek Multi-span Curved Girder Bridge  -  Project Monitor   
  • 83136 - Development of Design Aids and Charts for the Optimized Continuity Diaphragm for New PCBT Girders  -  Project Monitor   
  • 78966 - VDOT Implementation Software Issues for AASHTO LRFD Design  -  Project Manager   
  • 71176 - Detail and System Development for Full Depth Precast Concrete Bridge Deck Panels  -  Project Manager   
  • 69551 - AASHTO LRFD Impact Upon Bridge Stiffness and Strength  -  Project Manager   
  • 71270 - Evaluation of the Strength of Cement Treated Aggregate for Pavement Bases  -  Project Manager   
  • 71180 - Enhanced Performance Specifications for Embankment Construction  -  Project Manager   
  • 21560 - Quality Assurance Testing and Monitoring of High-Performance Steel Bridge in Virginia  -  Principal Investigator   
  • 71178 - Determination of Remaining Service Life of Aluminum Sign Panels  -  Project Manager   
  • 71178 - Determination of Remaining Service Life of Aluminum Sign Panels  -  Project Manager   

  • Publications:
  • 99-R22 - Analytical and Experimental Evaluation of an Aluminum Bridge Deck Panel.
  • 97-R8 - State of the Art of Advanced Materials in Transportation Structures
  • 97-R7 - Field Study of an Integral Backwall Bridge: Final Report
  • 97-IR2 - The Economics of the Introduction of Modern Timber Bridges in Virginia
  • 96-R27 - Design of High-performance Concrete Mixtures and Test Beams for a Bridge in Virginia
  • 96-R26 - Structural Stiffness Identification of Bridge Superstructures: Final Report
  • 96-R25 - Freeze-thaw Durability of Composite Materials
  • 09-CR8 - Live Load Test and Failure Analysis for the Steel Deck Truss Bridge over the New River in Virginia
  • 09-CR14 - Field Testing of the Wolf Creek Curved Girder Bridge: Part II: Strain Measurements
  • 09-CR13 - Field Testing of the Wolf Creek Curved Girder Bridge: Part I: Vibration Tests
  • 09-CR12 - Use of a Sandwich Plate System in a Virginia Bridge
  • 09-CR11 - Shear Strength of a PCBT-53 Girder Fabricated with Lightweight Self-consolidating Concrete
  • 08-CR6 - Finite Element Analysis of the Wolf Creek Multispan Curved Girder Bridge
  • 07-CR2 - The Impact of the AASHTO LRFD Design Code on Bridge Stiffness and Strength: Part 1: Methods and Design Comparisons
  • 07-CR14 - Development and Evaluation of an Adhesively Bonded Panel-to-panel Joint for a Fiber-reinforced Polymer Bridge Deck System
  • 06-R32 - Dynamic Analysis and Testing of a Curved Girder Bridge
  • 06-R12 - First Bridge Structure with Lightweight High-performance Concrete Beams and Deck in Virginia
  • 05-CR20 - Investigation of Long-term Prestress Losses in Pretensioned High Performance Concrete Girders
  • 05-CR13 - Quality Assurance Testing of a High Performance Steel Bridge in Virginia
  • 04-R4 - Composite Action in a Steel Girder Span with Precast Deck Panels: The I-81 Bridge Over the New River in Radford, Virginia
  • 04-CR5 - Evaluation of the In-service Performance of the Tom's Creek Bridge Fiber-reinforced Polymer Superstructure
  • 04-CR12 - Plate & Tube Bridge Deck Evaluation in the Deck Test Bed of the Troutville, Virginia, Weigh Station
  • 03-R2 - The Introduction of Modern Timber Bridges in Virginia: A Final Report on the Virginia Timber Bridge Initiative
  • 03-CR8 - Improved Decision Making in Construction Using Virtual Site Visits
  • 02-R13 - Environmental Durability of Graphite/Epoxy Composites: The Combined Effects of Moisture, Cathodic Polarization, and Stress
  • 01-R6 - Effect of Girder Spacing on Bridge Deck Response
  • 01-R4 - Finite Element Modeling and Analysis of Reinforced-Concrete Bridge Decks
  • 00-R6 - High Performance Concrete in a Bridge in Richlands, Virginia
  • 00-R5 - Analytical and Experimental Evaluation of an Aluminum Bridge Deck Panel.
  • 00-R23 - Effect of Design Parameters on the Dynamic Response of Bridges
  • 00-R10 - Experimental and Analytical Evaluation of an Aluminum Deck Bridge
  • 00-CR7 - Implementation and Non-destructive Evaluation of Composite Structural Shapes in the Tom's Creek Bridge
  • 00-CR6 - Environmental Influence on the Bond Between a Polymer Concrete Overlay and an Aluminum Substrate
  • 00-CR5 - Classification of Longitudinal Welds in an Aluminum Bridge Deck
  •