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Page Title: Staff Contact




Michael.Brown@VDOT.Virginia.gov



Research Advisory Committee:
  • Bridge Research Advisory Committee  -  Executive Secretary   

  • Projects:
  • 87976 - High-Performance/High-Strength Lightweight Concrete for Bridge Girders and Deck  -  Principal Investigator   
  • 90642 - Mix Design and Curing Effects on Creep and Camber of Prestressed Girders  -  Principal Investigator   
  • 82671 - Rapid Replacement of Tangier Island Bridges Including Lightweight and Durable FRP Deck Systems  -  Co-Principal Investigator   
  • 82670 - Implementation of Full Depth Precast Concrete Bridge Deck Panels  -  Project Monitor   
  • 90260 - Corrosion of Hampton Roads Bridge Tunnel Piles  -  Co-Principal Investigator   
  • 73186 - Bridge Deck Service Life Prediction and Costs  -  Project Manager   
  • 69583 - The Hawthorne Street Bridge Rehabilitation Utilizing an FRP Bridge Deck System  -  Project Manager   
  • 80339 - Investigation of Fiber Reinforced Self-Consolidating Concrete  -  Co-Principal Investigator   
  • 78005 - Evaluation of Cathodic Protection Systems for Bridge Repair  -  Co-Principal Investigator   
  • 73190 - Linear Cracking and Chloride Penetration of Concrete Bridge Decks  -  Principal Investigator   
  • 64028 - Development of an Optimized Continuity Diaphragm for New PCBT Girders  -  Project Manager   
  • 73232 - Effectiveness of Sacrificial Anodes in High-resistivity Shotcrete Repairs  -  Co-Principal Investigator   
  • 71179 - Punching Shear Capacity of Thin UHPC Plates  -  Project Manager   
  • 74880 - Cost and Benefits of a Formalized Preventive Roadway Maintenance Program for Virginia  -  Co-Principal Investigator   
  • 64347 - Evaluation of Models for Seismic Design  -  Project Monitor   

  • Publications:
  • 09-CR4 - Experimental and analytical investigation of full-depth precast deck panels on prestressed I-girders
  • 09-CR15 - Anchorage zone design for pretensioned precast bulb-T bridge girders in Virginia
  • 09-CR1 - Design recommendations for the optimized continuity diaphragm for prestressed concrete bulb-T beams
  • 08-R2 - Material investigation of the full-depth, precast concrete deck panels of the old Woodrow Wilson Bridge
  • 08-CR5 - Parameters governing the corrosion protection efficiency of fusion-bonded epoxy coatings on reinforcing steel
  • 08-CR4 - Bridge deck service life prediction and costs
  • 07-R35 - Survey of cathodic protection systems on Virginia bridges
  • 06-R29 - Summary report on the performance of epoxy-coated reinforcing steel in Virginia
  • 06-R14 - Structural load testing and flexure analysis of the Route 701 Bridge in Louisa County, Virginia :supplemental report
  • 06-CR5 - Construction of a Virginia short-span bridge with the Strongwell 36-inch double-web I-beam
  • 05-R25 - Effectiveness of sacrificial anodes in high-resistivity shotcrete repairs
  • 05-CR26 - Characterization of the punching shear capacity of thin ultra-high performance concrete slabs
  • 05-CR24 - Performance of a bridge deck with glass fiber reinforced polymer bars as the top mat of reinforcement
  • 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-R12 - Structural load testing and flexure analysis of the Route 701 Bridge in Louisa County, Virginia
  • 04-CR7 - Corrosion protection service life of epoxy-coated reinforcing steel in Virginia bridge decks
  • 04-CR17 - Influence of the new LRFD seismic guidelines on the design of bridges in Virginia
  • 03-CR4 - A Model to predict the impact of specification changes on the chloride-induced service life of Virginia bridge decks
  •