Celik@VDOT.Virginia.gov
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91013
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Bridge Beams and Substructure with Self-Consolidating Concrete
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Principal Investigator
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77955
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Lightweight HPC Bulb-T beams with Self-Consolidating Concrete in a Bridge Structure
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Principal Investigator
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92733
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Use of Precast Slabs for Pavement Rehabilitation and Field Trial on Interstate 66
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Co-Principal Investigator
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78898
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Unbonded concrete overlay application in Virginia
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Co-Principal Investigator
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77951
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End-Result Specifications for Hydraulic Cement Concrete - Phase II
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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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92051
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Strength, Elastic Modulus, Permeability and Conductance of Lightweight Concrete
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Principal Investigator
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87216
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Use of Nanoclays to Improve the Properties of Concrete
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Principal Investigator
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73677
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Evaluation of Ultra-High-Performance Fiber Reinforced Concrete
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Principal Investigator
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67159
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Evaluation of Self-Consolidating Concrete in Bulb-T Beams
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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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Co-Principal Investigator
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82089
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Sonic Measurements in VDOT Concrete Mix Designs
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Co-Principal Investigator
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87084
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High Performance Fiber Reinforced Cementitious Composites for Crack Control
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Principal Investigator
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54177
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High-Performance Continuously Reinforced Concrete Pavements in Richlands and Lynchburg, Virginia
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Principal Investigator
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82140
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Measurement of Early Age Shrinkage of Virginia Concrete Mixtures
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Co-Principal Investigator
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80339
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Investigation of Fiber Reinforced Self-Consolidating Concrete
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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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52054
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Field Performance of Pozzolanic Cementitious Systems
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Principal Investigator
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55939
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High-Performance Fiber-Reinforced Concrete in a Bridge Deck
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Principal Investigator
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99-R6
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Fabricating and testing low-permeability concrete for transportation structures
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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-IR1
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Field evaluation of corrosion inhibitors for concrete.
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98-R14
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Effects of temperature on the development of low permeability in concretes
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97-R15
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Investigation of fiber-reinforced concrete for use in transportation structures
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96-R27
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Design of high-performance concrete mixtures and test beams for a bridge in Virginia
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96-R23
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A field investigation of concrete overlays containing latex, silica fume, or Pyrament cement
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96-R1
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Effects of blends of cement kiln dust and fly ash on properties of concrete
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95-R21
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Use of fly ash, slag, or silica fume to inhibit alkali-silica reactivity
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94-R26
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A field investigation of concrete patches containing pyrament blended concrete
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93-R5
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Effect of calcium nitrite on the properties of concrete used in prestressed piles and beams
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93-R4
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Effect of calcium nitrite on the properties of concrete used in bridge decks
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93-R15
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A field investigation of a concrete overlay containing silica fume on Route 50 over Opequon Creek
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93-R10
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Low-permeability concretes containing slag and silica fume
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92-R2
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Factors affecting the performance of bridge decks in Virginia
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92-IR2
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Construction of a thin-bonded Portland cement concrete overlay using accelerated paving techniques
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91-R21
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Optimum mixture proportions for concretes containing fly ash and silica fume
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90-R23
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Comparison of air void content measurements in fresh versus hardened concretes
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89-R20
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Use of supplemental cementitious materials for optimum resistance of concrete to chloride penetration
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88-R11
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Resistance to chloride ion penetration of concretes containing fly ash, silica fume, or slag
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88-R1
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Experimental use of fly ash concrete in prefabricated bridge-deck slabs
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86-R39
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Investigation of concrete containing slag :Hampton River Bridge
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86-R25
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Investigation of concrete containing condensed silica fume
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86-R24
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Pilot study of proposed revisions to specifications for hydraulic cement concrete
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86-R2
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Tests for early acceptance of concrete
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86-R1
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Evaluation of hydraulic cement concretes containing slag added at the mixer
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85-R30
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Air void characteristics of hardened concrete, 1945-1980
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84-R7
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Use of interactive graphics in bridge analysis and design
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84-R44
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4 x 8 inch concrete cylinders versus 6 x 12 cylinders
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84-R40
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Evaluation of hydraulic cement concretes containing slag added at the mixer
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84-R4
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Internally sealed concrete for bridge deck protection :final report
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83-R16
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Comparison of two freeze-thaw apparatus
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82-R7
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Investigation of concrete mixtures incorporating hollow plastic microspheres
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82-R58
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Use of neoprene pads in testing concrete cylinders :final report
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82-R19
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Internally-sealed concrete for bridge deck protection
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81-R41
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Evaluation of a nuclear gage for controlling the consolidation of fresh concrete :final report
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81-R33
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Placement of low-slump concrete :final report
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80-R47
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Rating and analysis of continuous girder bridges
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79-R52
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Evaluation of experimental installation of fly ash concrete in Louisa :Concrete case study number 32
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79-R39
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Neoprene pads for capping concrete cylinders
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79-R3
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Alternatives to type II cement :final report
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78-R35
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Distribution of voids in field concrete
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77-R38
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Alternatives to type II cement :Part I, Preliminary laboratory studies
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76-R46
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Effect of long steam curing durations on the strength of A5 concrete
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76-R10
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Determining elastic moduli of materials in pavement systems by surface deflection data :a feasibility study
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73-R57
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Durability of certain configurations for providing skid resistance on concrete pavements.
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70-R12
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A laboratory experiment in evaluating means of imparting a harsh texture to portland cement concrete surfaces
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09-R5
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Bulb-T beams with self-consolidating concrete on the Route 33 bridge over the Pamunkey River in Virginia
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09-R22
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Evaluation of lightweight high performance concrete in bulb-T beams and decks in two bridges on Route 33 in Virginia
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08-R9
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Measurement of early age shrinkage of Virginia concrete mixtures
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08-R4
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High-performance continuously reinforced concrete pavements in Richmond and Lynchburg, Virginia
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08-R12
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Exploratory investigation of high-performance fiber-reinforced cementitious composites for crack control
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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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06-R22
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Evaluation of precast patches on U.S. 60 near the New Kent and James City County line
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06-R12
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First bridge structure with lightweight high-performance concrete beams and deck in Virginia
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06-R11
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High-performance fiber-reinforced concrete in a bridge deck
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05-R7
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Evaluation of high performance concrete pavements in Newport News and Hampton, Virginia
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05-R29
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End-result specification for hydraulic cement concrete
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04-R22
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Evaluation of continuously reinforced hydraulic cement concrete pavement at Virginia's Smart Road
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03-R13
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Evaluation of self-consolidating concrete
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02-R1
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Performance of the first structure built with high performance concrete 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-R6
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High performance concrete in a bridge in Richlands, Virginia
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00-R1
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Combinations of pozzolans and ground, granulated blast-furnace slag for durable hydraulic cement concrete
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