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Page Title: Staff Contact




Michael.Sprinkel@VDOT.Virginia.gov



Team Memberships:
  • Structures

  • Projects:
  • 107485 - Design, Installation and Initial Condition Assessment of a High-Strength, Corrosion-Resistant, Steel-Reinforced Concrete Bridge Deck  -  Project Monitor   
  • 103636 - Reducing Shrinkage Cracks in Concrete Bridge Decks  -  Project Monitor   
  • 00038 - Evaluation of the Construction and Initial Condition of Bonded and Unbonded Hydraulic Cement Concrete Overlays Placed on a Continuously Reinforced Concrete Pavement on U.S. 58  -  Co-Principal Investigator   
  • 98483 - Performance Evaluation of Thin Wearing Courses Through Scaled Accelerated Trafficking  -  Project Monitor   
  • 93240 - Evaluation of the Installation, Initial Condition and Performance of Rosphalt Overlay on a Bridge Deck on I-85  -  Co-Principal Investigator   
  • 78408 - Evaluation of Cargill SafeLane Epoxy Overlay  -  Co-Principal Investigator   
  • 83137 - Condition of Concrete Overlays on Route 60 Over Lynnhaven Inlet After 10 Years  -  Principal Investigator   
  • 85827 - SHRP II Performance Specifications  -  Principal Investigator   
  • 82140 - Measurement of Early Age Shrinkage of Virginia Concrete Mixtures  -  Co-Principal Investigator   
  • 69828 - Integrated Inspection and Light Servicing System For High Mast Light Poles  -  Project Manager   

  • Publications:
  • 99-TAR3 - Very-Early-Strength Latex-Modified Concrete Overlay
  • 99-IR5 - Field Evaluation of Corrosion Inhibitors for Concrete.
  • 99-IR4 - Evaluation of the Installation and Initial Condition of High Performance Concrete Overlays Placed on Route 60 Over Lynnhaven Inlet in Virginia
  • 99-IR3 - Evaluation of the Installation and Initial Condition of Hydraulic Cement Concrete Overlays Placed on Three Pavements in Virginia
  • 99-IR2 - Evaluation of the Installation and Initial Condition of Latex-modified and Silica Fume Concrete Overlays Placed on Six Bridges in Virginia
  • 99-IR1 - Field Evaluation of Corrosion Inhibitors for Concrete.
  • 99-CR5 - Corrosion Protection Performance Evaluation of Low Permeable Concretes in Exposure Specimens
  • 99-CR4 - Performance Evaluation of Corrosion Inhibitors and Galvanized Steel in Concrete Exposure Specimens
  • 99-CR2 - An Evaluation of the Performance of Epoxy-coated Reinforcing Steel in Concrete Exposure Specimens
  • 98-R42 - Corrosion Protection Performance of Corrosion Inhibitors and Epoxy-coated Reinforcing Steel in a Simulated Concrete Pore Water Solution
  • 98-R4 - Field Investigation of the Corrosion Protection Performance of Bridge Decks and Piles Constructed with Epoxy-coated Reinforcing Steel in Virginia
  • 97-IR1 - Epoxy-coated Reinforcement: A Historical Performance Review
  • 95-TAR2 - Repair and Protection of Hydraulic Cement Concrete Bridge Decks
  • 91-R37 - First Annual Report SHRP C103 Task 4: Rapid Repair Techniques
  • 91-R19 - Evaluation of the Use of High Molecular Weight Methacrylate Monomers to Seal Cracks in Decks on I-81 Over the New River
  • 91-IR3 - State-of-the-art Report on Rapid Repair Techniques for Bridge Decks
  • 90-TAR2 - A Manual for the Repair and Protection of Hydraulic Cement Concrete Bridge Decks
  • 90-R8 - Premixed Polymer Concrete Overlays
  • 90-R22 - Polymer-Impregnated Bridge Slabs: Performance Over 10 Years
  • 89-R22 - Evaluation of Concrete Pavement Patching Techniques
  • 88-R2 - Comparative Evaluation of Concrete Sealers and Multiple Layer Polymer Concrete Overlays
  • 88-R12 - High Early Strength Latex Modified Concrete Overlay
  • 87-R28 - Evaluation of the Construction and Performance of Multiple Layer Polymer Concrete Overlays
  • 86-R37 - Polymer Concrete Overlay on the Big Swan Creek Bridge: Condition of Overlay After Two Years in Service
  • 86-R36 - Use of Ground-penetrating Radar for Detecting Voids Underneath a Jointed Concrete Pavement
  • 85-R34 - Radiant Heat Curing of Concrete
  • 85-R1 - Overview of Latex Modified Concrete Overlays: Final Report
  • 84-R26 - Polymer Concrete Overlay on the Big Swan Creek Bridge: Interim Report No. 1--Installation and Initial Condition of Overlay
  • 84-R12 - Final Report: Polymer Concrete Overlay on Beulah Road Bridge: Condition of Overlay After One Year in Service
  • 83-R29 - Evaluation of the Construction and Performance of Polymer Concrete Overlays on Five Bridges: Interim Report No. 1
  • 83-R28 - Polymer Concrete Overlay on Beulah Road Bridge: Interim Report No. 1 -- Installation and Initial Condition of Overlay
  • 83-R23 - Polymer Impregnated Bridge Slabs: Interim Report, Condition of Slabs After Three Years of Service Life
  • 83-R2 - Precast Concrete Replacement Slabs for Bridge Decks
  • 82-R7 - Investigation of Concrete Mixtures Incorporating Hollow Plastic Microspheres
  • 82-R56 - Evaluation of the Performance of a Press-lam Timber Bridge: Bridge Performance and Load Test After Five Years
  • 82-R32 - Evaluation of Microlon and Technol-G: Final Report
  • 82-R24 - Effective Field Use of High-range, Water-reduced Concrete: Final Report
  • 81-R37 - The Chace Air Indicator
  • 81-R22 - Performance of Vehicles and Equipment Involved in the Use of Gasohol
  • 79-R26 - Glulam Timber Deck Bridges: Final Report
  • 78-R57 - Evaluation of the Performance of a Press-Lam Timber Bridge: Interim Report, No. 2, Bridge Performance and Load Test After One Year
  • 78-R2 - Evaluation of the Performance of a Press-Lam Timber Bridge: Interim Report, No. 1, Bridge Installation and Load Test
  • 78-R18 - Investigation of the Use of Methanol-Gasoline Blends
  • 77-R50 - Construction of Prestressed Concrete Single-Tee Bridge Superstructures
  • 77-R33 - In-house Fabrication of Precast Concrete Bridge Slabs
  • 76-R41 - Ramifications of Welding a Soleplate to a Precast Metal Insert of a Prestressed Single-tee Beam
  • 76-R13 - Two-course Bonded Concrete Bridge Deck Construction: Interim Report No. 1, An Evaluation of the Technique Employed
  • 75-R68 - A Comment on the Use of Polymer-Impregnated Concrete in Bridge Decks to Achieve a Reduction in Material Volume and First Cost
  • 75-R3 - Utilization of Steel in Industrialized Highway Bridge Systems
  • 72-R19 - A Literature Survey on Industrialized Bridge Construction
  • 16-R15 - Evaluation of Bridge Deck With Shrinkage-Compensating Concrete
  • 16-R14 - Use of Lightweight Concrete for Reducing Cracks in Bridge Decks
  • 16-R13 - Reducing Cracks in Concrete Bridge Decks Using Shrinkage Reducing Admixture
  • 14-R16 - Use of Concrete Pavement Overlays on U.S. 58 in Virginia
  • 13-R5 - Evaluation of the Installation and Initial Condition of Rosphalt Overlays on Bridge Decks
  • 09-R8 - Evaluation of the Cargill SafeLane Surface Overlay
  • 09-R13 - Condition of Concrete Overlays on Route 60 over Lynnhaven Inlet after 10 Years
  • 08-R9 - Measurement of Early Age Shrinkage of Virginia Concrete Mixtures
  • 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
  • 06-R29 - Summary Report on the Performance of Epoxy-coated Reinforcing Steel in Virginia
  • 05-R4 - Appliqués for the Maintenance of Lead-based Painted Bridges: A Laboratory Assessment of Field-performance Characteristics
  • 05-R26 - Latex-modified Concrete Overlay Containing Type K Cement
  • 05-R2 - Performance Specification for High Performance Concrete Overlays on Bridges
  • 04-CR7 - Corrosion Protection Service Life of Epoxy-coated Reinforcing Steel in Virginia Bridge Decks
  • 03-R14 - Evaluation of Corrosion Inhibitors for Concrete Bridge Deck Patches and Overlays
  • 03-CR5 - Evaluation of Models for Predicting (Total) Creep of Prestressed Concrete Mixtures
  • 03-CR4 - A Model to Predict the Impact of Specification Changes on the Chloride-Induced Service Life of Virginia Bridge Decks
  • 01-TAR1 - Effect of Concrete Removal Equipment and Methods on the Condition of Deck Concrete Left in Place
  • 01-R3 - Evaluation of Latex-modified and Silica Fume Concrete Overlays Placed on Six Bridges in Virginia
  • 01-R2 - Evaluation of Hydraulic Cement Concrete Overlays Placed on Three Pavements in Virginia
  • 01-R1 - Evaluation of High Performance Concrete Overlays Placed on Route 60 Over Lynnhaven Inlet in Virginia
  • 00-R16 - Field Performance of Epoxy-coated Reinforcing Steel in Virginia Bridge Decks
  •