Michael.Brown@VDOT.Virginia.gov
|
|
|
|
|
|
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
|
|
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
|