Michael.Sprinkel@VDOT.Virginia.gov
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99-TAR3
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Very-early-strength latex-modified concrete overlay
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99-IR5
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Field evaluation of corrosion inhibitors for concrete.
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99-IR4
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Evaluation of the installation and initial condition of high performance concrete overlays placed on Route 60 over Lynnhaven Inlet in Virginia
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99-IR3
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Evaluation of the installation and initial condition of hydraulic cement concrete overlays placed on three pavements in Virginia
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99-IR2
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Evaluation of the installation and initial condition of latex-modified and silica fume concrete overlays placed on six bridges in Virginia
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99-IR1
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Field evaluation of corrosion inhibitors for concrete.
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99-CR5
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Corrosion protection performance evaluation of low permeable concretes in exposure specimens
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99-CR4
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Performance evaluation of corrosion inhibitors and galvanized steel in concrete exposure specimens
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99-CR2
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An evaluation of the performance of epoxy-coated reinforcing steel in concrete exposure specimens
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98-R42
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Corrosion protection performance of corrosion inhibitors and epoxy-coated reinforcing steel in a simulated concrete pore water solution
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98-R4
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Field investigation of the corrosion protection performance of bridge decks and piles constructed with epoxy-coated reinforcing steel in Virginia
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97-IR1
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Epoxy-coated reinforcement :a historical performance review
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95-TAR2
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Repair and protection of hydraulic cement concrete bridge decks
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91-R37
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First annual report SHRP C103 task 4 :rapid repair techniques
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91-R19
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Evaluation of the use of high molecular weight methacrylate monomers to seal cracks in decks on I-81 over the New River
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91-IR3
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State-of-the-art report on rapid repair techniques for bridge decks
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90-TAR2
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A manual for the repair and protection of hydraulic cement concrete bridge decks
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90-R8
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Premixed polymer concrete overlays
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90-R22
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Polymer-impregnated bridge slabs :performance over 10 years
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89-R22
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Evaluation of concrete pavement patching techniques
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88-R2
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Comparative evaluation of concrete sealers and multiple layer polymer concrete overlays.
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88-R12
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High early strength latex modified concrete overlay
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87-R28
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Evaluation of the construction and performance of multiple layer polymer concrete overlays.
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86-R37
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Polymer concrete overlay on the Big Swan Creek Bridge :condition of overlay after two years in service
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86-R36
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Use of ground-penetrating radar for detecting voids underneath a jointed concrete pavement
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85-R34
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Radiant heat curing of concrete
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85-R1
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Overview of latex modified concrete overlays :final report
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84-R26
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Polymer concrete overlay on the Big Swan Creek Bridge :interim report no. 1--installation and initial condition of overlay
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84-R12
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Final report :Polymer concrete overlay on Beulah Road Bridge : condition of overlay after one year in service
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83-R29
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Evaluation of the construction and performance of polymer concrete overlays on five bridges :interim report no. 1
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83-R28
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Polymer concrete overlay on Beulah Road Bridge :interim report no. 1--installation and initial condition of overlay
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83-R23
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Polymer impregnated bridge slabs :interim report, condition of slabs after three years of service life
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83-R2
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Precast concrete replacement slabs for bridge decks
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82-R7
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Investigation of concrete mixtures incorporating hollow plastic microspheres
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82-R56
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Evaluation of the performance of a press-lam timber bridge :bridge performance and load test after five years
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82-R32
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Evaluation of Microlon and Technol-G :final report
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82-R24
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Effective field use of high-range, water-reduced concrete :final report
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81-R37
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The Chace air indicator
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81-R22
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Performance of vehicles and equipment involved in the use of gasohol
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79-R26
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Glulam timber deck bridges :final report
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78-R57
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Evaluation of the performance of a press-lam timber bridge :interim report, no. 2, bridge performance and load test after one year
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78-R2
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Evaluation of the performance of a press-lam timber bridge :interim report, no. 1, bridge installation and load test
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78-R18
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Investigation of the use of methanol-gasoline blends
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77-R50
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Construction of prestressed concrete single-tee bridge superstructures
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77-R33
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In-house fabrication of precast concrete bridge slabs
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76-R41
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Ramifications of welding a soleplate to a precast metal insert of a prestressed single-tee beam
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76-R13
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Two-course bonded concrete bridge deck construction :Interim report no. 1, An evaluation of the technique employed
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75-R68
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A comment on the use of polymer-impregnated concrete in bridge decks to achieve a reduction in material volume and first cost
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75-R3
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Utilization of steel in industrialized highway bridge systems
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72-R19
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A literature survey on industrialized bridge construction
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09-R8
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Evaluation of the Cargill SafeLane surface overlay
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09-R13
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Condition of concrete overlays on Route 60 over Lynnhaven Inlet after 10 years
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08-R9
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Measurement of early age shrinkage of Virginia concrete mixtures
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08-CR5
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Parameters governing the corrosion protection efficiency of fusion-bonded epoxy coatings on reinforcing steel
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08-CR4
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Bridge deck service life prediction and costs
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06-R29
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Summary report on the performance of epoxy-coated reinforcing steel in Virginia
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05-R4
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Appliqués for the maintenance of lead-based painted bridges :a laboratory assessment of field-performance characteristics
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05-R26
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Latex-modified concrete overlay containing Type K cement
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05-R2
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Performance specification for high performance concrete overlays on bridges
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04-CR7
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Corrosion protection service life of epoxy-coated reinforcing steel in Virginia bridge decks
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03-R14
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Evaluation of corrosion inhibitors for concrete bridge deck patches and overlays
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03-CR5
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Evaluation of models for predicting (total) creep of prestressed concrete mixtures
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03-CR4
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A Model to predict the impact of specification changes on the chloride-induced service life of Virginia bridge decks
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01-TAR1
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Effect of concrete removal equipment and methods on the condition of deck concrete left in place
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01-R3
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Evaluation of latex-modified and silica fume concrete overlays placed on six bridges in Virginia
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01-R2
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Evaluation of hydraulic cement concrete overlays placed on three pavements in Virginia
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01-R1
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Evaluation of high performance concrete overlays placed on Route 60 over Lynnhaven Inlet in Virginia
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00-R16
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Field performance of epoxy-coated reinforcing steel in Virginia bridge decks
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