Stephen.Sharp@VDOT.Virginia.gov
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120151
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Dissimilar Metal Welds Between ASTM A709 Grade 50CR and Other Bridge Steels
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Co-Principal Investigator
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120661
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Fiber Reinforced Concrete (FRC) Beam End Repairs for Corroded Steel Beam Ends
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Co-Principal Investigator
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122602
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Laboratory Characterization of Fiber-Reinforced Polymer Reinforcement Material Properties and Surface Treatment Behavior in Concrete
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Co-Principal Investigator
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119319
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Efficacy and Safety of Combining Heat Induction and Laser Ablation for the Removal of Potentially Hazardous Bridge Coatings
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Principal Investigator
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114521
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Field Evaluation of Reinforced Concrete Repairs using Hydro-Demolition, Galvanic Cathodic Protection or Impressed Current Cathodic Protection
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Co-Principal Investigator
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112029
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Corrosion Resistant Steel Fastener Assemblies
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Principal Investigator
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109736
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Welding of ASTM A1010 Steel
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Co-Principal Investigator
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105169
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Corrosion-Resistant Stainless Steel for Prestressed and Post-Tensioning Strands
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Principal Investigator
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108592
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Construction of the Waynesboro Route 340 Bridge with Maintenance Free Corrosion Resistant Steel Girders
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Co-Principal Investigator
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106882
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Durability of Hybrid Composite Beams
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Co-Principal Investigator
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105168
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Corrosion-Resistant Steel for Longer Service Life and Lower Maintenance in Steel Girders
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Principal Investigator
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106430
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Carbon-Fiber Composite Cable in Prestressed Bridge Beams
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Principal Investigator
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00020
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Corrosion-Resistant Carbon-Fiber Composite Cable for Prestressed Bridge Piles
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Co-Principal Investigator
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109552
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Implementation of Coating Removal Technique for Steel Components on VDOT Bridges
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Principal Investigator
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98318
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Determining an Accelerated Performance Based Test Method for Ranking Commercially Available Corrosion Resistant Metal Reinforcement
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Principal Investigator
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96397
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Repairs with Self Consolidating Concrete and Galvanic Anodes to Extend Bridge Life
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Co-Principal Investigator
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101602
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Structural Design Guidelines for Concrete Bridge Decks Reinforced with Corrosion-Resistant Reinforcing Steel Bars
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Project Monitor
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102740
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Evaluation of Procedures for Coating Steel Components on Virginia Bridges
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Co-Principal Investigator
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82089
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Sonic Measurements in VDOT Concrete Mix Designs
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Principal Investigator
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81530
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Permeability, Alkalinity, and Chloride Concentration Measurements in VDOT Concrete Mix Designs and the Corrosion Resistance of these Designs
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Principal Investigator
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78961
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Influence of Voids on Chloride Threshold in Reinforced Concrete and Potential Methods for Increasing the Corrosion Resistance
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Principal Investigator
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82672
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Drilled Shafts with Self Consolidating Concrete
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Co-Principal Investigator
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91890
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Determining a Method for Ranking Commercially Available Corrosion Resistant Metal Reinforcement
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Principal Investigator
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87679
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Short-Term Evaluation of Bridge Cables Using Acoustic Emission Sensors
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Project Monitor
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90260
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Corrosion of Hampton Roads Bridge Tunnel Piles
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Co-Principal Investigator
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82558
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Identification of Commercially Available Metals That Have Potential As Low-Cost Corrosion Resistant Concrete Reinforcement
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Co-Principal Investigator
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78005
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Evaluation of Cathodic Protection Systems for Bridge Repair
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Co-Principal Investigator
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75813
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Influence of Hycrete DSS on Virginia Department of Transportation Class A4 Concrete Mix Designs
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Co-Principal Investigator
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73184
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Use of Two New Corrosion-Resistant Metallic Reinforcing Bars in Two New Concrete Bridge Decks in Virginia
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Principal Investigator
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69827
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Development and Installation of A Durable Fiber-Optic Strain Sensor for Instrumentation of New Pavements
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Principal Investigator
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73780
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Use of Non Destructive Evaluation to Determine Moisture Quantity in Flexible Pavements
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Principal Investigator
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68758
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Nondestructive Evaluation of Concrete Bridge Decks Reinforced with Epoxy-Coated Bars
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Principal Investigator
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73188
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Investigation of Some Issues Related to Electrochemical Chloride Extraction from Reinforced Concrete
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Member
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73232
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Effectiveness of Sacrificial Anodes in High-resistivity Shotcrete Repairs
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Co-Principal Investigator
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68625
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Evaluation of Two Different Surface-Applied Corrosion Inhibitors' Ability to Revitalize Reinforced Concrete
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Principal Investigator
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21-R13
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Corrosion-Resistant Steel Fastener Assemblies for ASTM A709 Grade 50CR Steel Bridges
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20-R7
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Durability and Inspection of Hybrid Composite Beams
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20-R5
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Carbon Fiber Reinforced Polymer (CFRP) for Pretension Applications: Material Acceptance Criteria and Advancing Anchorage Designs
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20-R2
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Corrosion-Resistant Stainless Steel Strands for Prestressed Bridge Piles in Marine Atmospheric Environments
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20-R10
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Virginia’s First Corrosion-Resistant ASTM A1010 Steel Plate Girder Bridge
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20-R1
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Innovative Coating Removal Techniques for Coated Bridge Steel
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19-R29
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Concrete Beams Prestressed Using Carbon Fiber Reinforced Polymer
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19-R21
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Maintenance-Free Corrosion-Resistant Steel Plate For Bridges
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19-R13
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Corrosion-Free Carbon Fiber Reinforced Polymer for Prestressed Piles
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18-R9
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Repairs With Self-Consolidating Concrete and Galvanic Anodes to Extend Bridge Life
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18-R2
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Design of Artificially Cracked Concrete Specimens for Virginia Department of Transportation Material Evaluation
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16-R16
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Use of Electrochemical Chloride Extraction and Associated Repairs to Extend the Beneficial Life of Reinforced Concrete Substructures
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14-R8
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Nondestructive Measurements Using Mechanical Waves in Reinforced Concrete Structures
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14-R19
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Corrosion Sensitivity of Concrete Mix Designs
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14-R11
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Influence of Changes in Water-to-Cement Ratio, Alkalinity, Concrete Fluidity, Voids, and Type of Reinforcing Steel on the Corrosion Potential of Steel in Concrete
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14-R1
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Preliminary Assessment of Procedures for Coating Steel Components on Virginia Bridges
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12-R15
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Preparation and Testing of Drilled Shafts with Self-Consolidating Concrete
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11-R21
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Acceptance Procedures for New and Quality Control Procedures for Existing Types of Corrosion-Resistant Reinforcing Steel
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10-R24
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Short-Term Evaluation of a Bridge Cable Using Acoustic Emission Sensors
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10-R13
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Condition Assessment and Determination of Methods for Evaluating Corrosion Damage in Piles Encapsulated in Protective Jackets on the Hampton Roads Bridge-Tunnel
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09-R9
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Field Comparison of the Installation and Cost of Placement of Epoxy-coated and MMFX 2 Steel Deck Reinforcement: Establishing a Baseline for Future Deck Monitoring
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08-R21
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Identification of Commercially Available Alloys for Corrosion-resistant Metallic Reinforcement and Test Methods for Evaluating Corrosion-resistant Reinforcement
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07-R5
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Using Fiber-optic Sensor Technology to Measure Strains Under the Asphalt Layer of a Flexible Pavement Structure
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07-R35
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Survey of Cathodic Protection Systems on Virginia Bridges
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07-R30
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Influence of Hycrete DSS on Virginia Department of Transportation Class A4 Concrete Mix Designs
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07-CR9
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Investigation of the Corrosion Propagation Characteristics of New Metallic Reinforcing Bars
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06-R37
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Use of Nondestructive Evaluation to Detect Moisture in Flexible Pavements
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06-R24
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Nondestructive Evaluation of Epoxy-coated Reinforcing Bars in Concrete Using Bi-electrode Half-cell Potential Techniques
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06-R16
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Factors that Influence the Efficiency of Electrochemical Chloride Extraction During Corrosion Mitigation in Reinforced Concrete Structures
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05-R9
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State-of-the-art Survey of Advanced Materials and Their Potential Application in Highway Infrastructure
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05-R25
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Effectiveness of Sacrificial Anodes in High-resistivity Shotcrete Repairs
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05-R16
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Evaluation of Two Corrosion Inhibitors Using Two Surface Application Methods for Reinforced Concrete Structures
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04-R12
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Structural Load Testing and Flexure Analysis of the Route 701 Bridge in Louisa County, Virginia
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