CTR publications cataloged since
| [pdf link] | [report #] | [title of report] |
 | CTR 4824-P4 | Workshop Materials in Powerpoint (CD-ROM) |
| CTR 0118-6 | Measurements of a Swelling Clay in a Ponded Cut |
| CTR 0121-3 | The Design and Optimization of Segmentally Precast Prestressed Box Girder Bridges |
| CTR 0121-4 | Computer Analysis of Segmentally Erected Precast Prestressed Box Girder Bridges |
| CTR 0123-12 | A Pavement Feedback Data System |
| CTR 0123-2 | A Recommended Texas Highway Department Pavement Design System User's Manual |
| CTR 0123-4 | Developing a Pavement Feedback Data System |
| CTR 0123-7 | Annual Report to Area III Research Advisory Committee on Important Pavement Research Needs, 1970-71 |
| CTR 0156-3 | Analysis of Characteristic Roughness Patterns in Pavements and the Relationship Between Roughness and Pavement Distress |
| CTR 0156-4 | The Characterization of Road Roughness on Bridge Decks and the Adjoining Pavement |
| CTR 0156-5F | A Study of the Relationships Between Various Classes of Road-Surface Roughness and Human Ratings of Riding Quality |
| CTR 0183-1 | Tensile and Elastic Characteristics of Pavement Materials |
| CTR 0183-10 | Development of a Mixture Design Procedure for Recycled Asphalt Mixtures |
| CTR 0183-15F | Tensile Characterization of Highway Pavement Materials |
| CTR 0183-2 | Fatigue and Repeated-Load Elastic Characteristics of Inservice Asphalt-Treated Materials |
| CTR 0183-3 | Cumulative Damage of Asphalt Materials Under Repeated-Load Indirect Tension |
| CTR 0183-4 | Comparison of Fatigue Test Methods for Asphalt Materials |
| CTR 0183-5 | Fatigue and Resilient Characteristics of Asphalt Mixtures by Repeated-Load Indirect Tensile Test |
| CTR 0183-6 | Evaluation of the Resilient Elastic Characteristics of Asphalt Mixtures Using the Indirect Tensile Test |
| CTR 0183-7 | Permanent Deformation Characteristics of Asphalt Mixtures by Repeated-Load Indirect Tensile Test |
| CTR 0183-9 | Fatigue and Repeated-Load Elastic Characteristics of Inservice Portland Cement Concrete |
| CTR 0188-2F | Strength and Behavior of Stage-Cast Inverted T-Beams |
| CTR 0196-1F | Design of Reinforcement for Notched Ends of Prestressed Concrete Girders |
| CTR 0198-1F | Control of Cracking on the Side Faces of Large Reinforced Concrete Beams |
| CTR 0208-1 | Analysis of Post-Tensioned Girder Anchorage Zones |
| CTR 0208-2 | Behavior of Post-Tensioned Girder Anchorage Zones |
| CTR 0208-3F | Design of Post-Tensioned Girder Anchorage Zones |
| CTR 0209-1F | Fatigue Loading of Cantilever Sign Structures From Truck Wind Gusts |
| CTR 0212-1F | Design Criteria for Median Turn Lanes |
| CTR 0213-1F | Roughness at the Pavement-Bridge Interface |
| CTR 0241-2 | An Assessment of Changes in Truck Dimensions on Highway Geometric Design Principles and Practices |
| CTR 0241-6F | An Assessment of the Enforcement of Truck Size and Weight Limitations in Texas |
| CTR 0246-4F | Implementation Manual for Polymer Concrete Repair |
| CTR 0247-1 | Analytical Study of the Fatigue Behavior of a Longitudinal Transverse Stiffener Intersection |
| CTR 0251-1 | The Use of Road Profile Statistics for Maysmeter Calibration |
| CTR 0251-1(S) | Use of Road Profile Statistics for Maysmeter Calibration: Summary Report |
| CTR 0252-4F | Engineering Properties of Recycled Asphalt Mixtures |
| CTR 0254-1 | Verification of Analysis Programs for Solid and Hollow Concrete Bridge Piers |
| CTR 0254-2F | Design of Slender, Nonprismatic, and Hollow Concrete Bridge Piers |
| CTR 0257-1F | Integrity Evaluation of Drilled Piers By Stress Waves |
| CTR 0258-1 | Guidelines for Use of Left-Turn Lanes and Signal Phases |
| CTR 0258-3F | Procedural Guide for Left-Turn Analysis |
| CTR 0300-1 | A Fatigue Study of Prestressing Strand |
| CTR 0300-2F | Fatigue Behavior of Pretensioned Concrete Girders |
| CTR 0301-1F | Hydraulic Performance of Culverts with Safety Grates |
| CTR 0307-1 | Development of an Initial Pavement Management System for Texas |
| CTR 0311-1 | Results of a Survey on the Use of Rapid-Setting Repair Materials |
| CTR 0311-3 | Evaluation of Accelerated Concrete as a Rapid-Setting Highway Repair Material |
| CTR 0315-1F | Production of High Strength Concrete |
| CTR 0317-1 | Compaction of Asphalt Mixtures and the Use of Vibratory Rollers |
| CTR 0350-1 | Behavior of Ontario-Type Bridge Decks on Steel Girders |
| CTR 0350-2 | Distribution of Girder Loads in a Composite Highway Bridge |
| CTR 0353-2 | Example Problems for Slope Stability Computations with the Computer Program UTEXAS |
| CTR 0353-3F | An Examination of Earth Slope Failures in Texas |
| CTR 0357-1 | A Study of the Effects of Interface Condition on Thin Bonded PCC Overlays |
| CTR 0364-1 | Production of Concrete Containing Fly Ash for Structural Applications |
| CTR 0364-2 | Production of Concrete Containing Fly Ash for Pavement Applications |
| CTR 0364-4F | Mix Proportioning of Concrete Containing Fly Ash for Highway Applications |
| CTR 0367-1F | Guidelines for Use of High Strength Concrete in Texas Highways |
| CTR 0386-1 | Experimental Investigation of Truck Tire Inflation Pressure on Pavement-Tire Contact Area and Pressure Distribution |
| CTR 0386-2F | Effect of Truck Tire Inflation Pressure and Axle Load on Pavement Performance |
| CTR 0387-1 | A Structural Evaluation Methodology for Pavements Based on Dynamic Deflections |
| CTR 0387-2 | A User's Guide for Pavement Evaluation Programs RPEDD1 and FPEDD1 |
| CTR 0387-3F | The Falling Weight Deflectometer for Nondestructive Evaluation of Rigid Pavements |
| CTR 0401-1 | Very Early Post-Tensioning of Prestressed Concrete Pavements |
| CTR 0401-2 | New Concepts in Prestressed Concrete Pavement |
| CTR 0401-4 | Instrumentation and Behavior of Prestressed Concrete Pavements |
| CTR 0437-3F | Applications and Limitations of the Spectral-Analysis-of-Surface-Waves Method |
| CTR 0439-4F | A Bridge Managment System Module for the Selection of Rehabilitation and Replacement Projects |
| CTR 0442-1 Vol. 1 | Investigation of Rest Area Requirements |
| CTR 0442-3 | Water and Wastewater Systems at Highway Rest Areas |
| CTR 0442-4 | Design Recommendations for Rest Areas |
| CTR 0450-2 | State-of-the-Art Report on the Mechanism of Alkali-Aggregate Reaction in Concrete Containing Fly Ash |
| CTR 0450-3F | Alkali-Aggregate Reaction in Concrete Containing Fly Ash: Final Report |
| CTR 0460-2 | Assessing Load Transfer Across Joints and Cracks in Rigid Pavements Using the Falling Weight Deflectometer |
| CTR 0465-2F | Fretting Fatigue in Post-Tensioned Concrete |
| CTR 0472-4 | Development of Procedures for a Statewide Diagnostic Survey on Continuously Reinforced Concrete Pavements |
| CTR 0481-5 | The Effect of Fly Ash on the Sulfate Resistance of Concrete |
| CTR 0481-8F | Optimization of the Physical and Compositional Characteristics of Fly Ash Cement for the Production of Sulfate Resistant Concrete |
| CTR 0488-1F | Analysis and Evaluation of Highway Projects and Programs |
| CTR 0490-2 | Implication of Aggregates in the Construction and Performance of Seal Coat Pavement Overlays |
| CTR 0492-1F | Mix Design Procedures and Considerations for Polymer-Modified Asphalt Compatibility and Stability |
| CTR 0555/556-1 | Design of the Texas Prestressed Concrete Pavement Overlays in Cooke and McLennan Counties and Construction of the McLennan County Project |
| CTR 0556-3 | Analysis of Curling Movements and Calibration of PCP Program |
| CTR 0556-4F | The Performance of a Prestressed Concrete Pavement |
| CTR 0580/0589-1 | Production and Quality Control of High Performance Concrete in Texas Bridge Structures |
| CTR 0920-2 | Evaluation of the Performance on the Bonded Concrete Overlay on Interstate Highway 610, Houston, Texas |
| CTR 0980-4 | Participation of Disadvantaged Business Enterprises in Texas Department of Transportation Contracting and Procurement, 1985-1992 |
| CTR 0980-5 | Selected Results from the Project 7-980 Survey of Available TxDOT Highway Construction and Maintenance Firms |
| CTR 0980-6 | Historical Overview of the Role of Minorities in the Economic Development of Texas, with a Special Emphasis on the Texas Construction Industry |
| CTR 0983-4/2 | Cost-Effectiveness Analysis of TxDOT LPG Fleet Conversion-Volume Two |
| CTR 0997-3F | The Development of an Accelerated Pavement Test Facility for Florida Department of Transportation |
| CTR 0997-3F | The Development of an Accelerated Pavement Test Facility for Florida Department of Transportation |
| CTR 102-1F | Flexural Crack Width at the Bars in Reinforced Concrete Beams |
| CTR 1051-1F | Evaluation of Various Approaches to Providing Public Transportation Service in Areas Less Than 200,000 Population |
| CTR 1053-1F | Social Service Agency Transportation Services: Current Operations and the Potential for the Increased Involvement of the Taxi Industry |
| CTR 1053-1F | Social Service Agency Transportation Services: Current Operations and the Potential for the Increased Involvement of the Taxi Industry |
| CTR 1058-1F | An Evaluation of the Applicability of Light Rail Transit to Texas Cities |
| CTR 108-1F | A Theoretical and Experimental Study of Dynamic Highway Loading |
| CTR 1080-1F | Rural Public Transportation Demand: Characteristics and Estimation Methodology |
| CTR 1107-4 | Design Guidelines and Other Considerations for Strategic Arterial Streets |
| CTR 1111-1F | Auxiliary Turning Lanes at Urban Intersections |
| CTR 1116-1F | Evaluation of the Troxler Model 3241-B Asphalt Content Gauge |
| CTR 1117-1 | The Effects of Withholding Mixing Water and Retempering on Properties of Concrete |
| CTR 1117-2 | Guidelines for the Proper Use of Superplasticizers in Concrete |
| CTR 1117-3F | Effects of High-Range Water Reducers on the Properties of Fresh and Hardened Concrete |
| CTR 1118-1F | The Effectiveness of Membrane Curing Compounds for Portland Cement Concrete Pavements |
| CTR 1119-1F | Improved Concrete Quality Control Procedures Using Third Point Loading |
| CTR 1119-1F | Improved Concrete Quality Control Procedures Using Third Point Loading |
| CTR 112-1F | Corrosion of Reinforcing Steel Embedded in Structural Concrete |
| CTR 1123-5 | Experimental Study of Factors Affecting the Sepctral-Analysis-of-Surface-Waves Method |
| CTR 1123-5 | Experimental Study of Factors Affecting the Spectral-Analysis-of-Surface-Waves Method |
| CTR 1123-6 | Effect of Finite Width on Dynamic Deflections of Pavements |
| CTR 1123-7F | The Falling Weight Deflectometer and Spectral Analysis of Surface Waves Test for Characterizing Pavement Moduli: A Case Study |
| CTR 1123-7F | The Falling Weight Deflectometer and Spectral Analysis of Surface Waves Test for Characterizing Pavement Moduli: A Case Study |
| CTR 1124-1F | A Study of the Influence of the Temperature of the Substrate on the Construction of Bonded Portland Cement Concrete Overlays |
| CTR 1126-1 | Load-Deflection Behavior of Cast-in-Place and Retrofit Concrete Anchors Subjected to Static, Fatigue, and Impact Tensile Loads |
| CTR 1126-2 | Adhesive Anchors: Behavior and Spacing Requirements |
| CTR 1126-3 | Behavior and Design of Ductile Multiple-Anchor Steel-to-Concrete Connections |
| CTR 1126-4F | Design Guide for Steel-to-Concrete Connections |
| CTR 1126-4F | Design Guide for Steel-to-Concrete Connections |
| CTR 1127-1 | An Investigation of Strut-and-Tie Models for Dapped Beam Details |
| CTR 1127-1 | An Investigation of Strut-and-Tie Models for Dapped Beam Details |
| CTR 1127-2 | Shear Strength of Pretensioned Concrete Girders in Negative Moment Regions |
| CTR 1127-3F | Detailing for Structural Concrete |
| CTR 1127-3F | Detailing for Structural Concrete |
| CTR 1129-1 | Computer Program for the Analysis of Bridge Bent Columns Including a Graphical Interface |
| CTR 1129-1 | Computer Program for the Analysis of Bridge Bent Columns Including a Graphical Interface |
| CTR 1129-2F | Analysis and Design of Bridge Bent Columns |
| CTR 1129-3F | Analysis and Design of Bridge Bent Columns |
| CTR 113-1 | Test of Upper Anchorage of No. 14S Column Bars in Pylon Design |
| CTR 113-2 | Tensile Lap Splices Part I: Retaining Wall Type, Varying Moment Zone |
| CTR 113-3 | Tensil Lap Splices, Part 2: Design Recommendations for Retaining Wall Splices and Large Bar Splices |
| CTR 113-4 | Shear and Anchorage Study of Reinforcement in Inverted T-Beam Bent Cap Girders |
| CTR 113-5F | An Investigation of Creep Due to Bond Between Deformed Bars and Concrete |
| CTR 1138-1F | Criteria for the Selection of a Left-Turn Median Design |
| CTR 1139-1F | Interactive Graphics Intersection Design System: First-Stage Development |
| CTR 114-1 | Polymer-Impregnated Concrete for Highway Applications |
| CTR 114-2 | Corrosion Protection of Reinforcing Steel Provided by Polymer-Impregnated Concrete |
| CTR 114-3 | Repair of Concrete with Polymers |
| CTR 114-4 | Durability, Strength, and Method of Application of Polymer-Impregnated Concrete for Slabs |
| CTR 114-5 | Partial Polymer Impregnation of Center Point Road Bridge |
| CTR 114-6 | Behavior of Post-Tensioned Polymer-Impregnated Concrete Beams |
| CTR 114-7 | An Investigation of the Use of Polymer-Concrete Overlays for Bridge Decks |
| CTR 114-8 | Polymer Concrete Repair of Bridge Decks |
| CTR 114-9F | Concrete-Polymer Materials for Highway Applications |
| CTR 1149-1 | Highway Construct*Ability Guide |
| CTR 1149-2 | Specification Improvements for Enhanced Constructability |
| CTR 115-1F | Verification of Computer Simulation Methods for Slab and Girder Bridge Systems |
| CTR 1158-1F | Impact of Aggregate Gradation and Type on Asphalt Mixture Characteristics |
| CTR 1158-1F | Impact of Aggregate Gradation and Type on Asphalt Mixture Characteristics |
| CTR 116-1 | Adaptation of the Radial Flow Energy Dissipator for Use With Circular or Box Culverts |
| CTR 116-2F | Design Aspects and Performance Characteristics of Radial Flow Energy Dissipators |
| CTR 1162-1F | Infrared Sensors for Counting, Classifying, and Weighing Vehicles |
| CTR 1167-1 | The Development of Smoothness Specifications for Rigid and Flexible Pavements in Texas |
| CTR 1167-1 | The Development of Smoothness Specifications for Rigid and Flexible Pavements in Texas |
| CTR 1167-2F | End-Result Smoothness Specifications for Rigid and Flexible Pavements in Texas |
| CTR 1169-2 | Mechanistic Analysis of Continuously Reinforced Concrete Pavements Considering Material Characteristics, Variability, and Fatigue |
| CTR 1169-2 | Mechanistic Analysis of Continuously Reinforced Concrete Pavements Considering Material Characteristics, Variability, and Fatigue |
| CTR 1169-3 | Development of Load Transfer Coefficients for Use with the AASHTO Guide for Design of Rigid Pavements Based on Field Measurements |
| CTR 1169-3 | Development of Load Transfer Coefficients for Use With the AASHTO Guide for Design of Rigid Pavements Based on Field Measures |
| CTR 1169-4 | Terminal Movement in Continuously Reinforced Concrete Pavements |
| CTR 1169-5F | Improved Design and Construction Procedures for Concrete Pavements Based on Mechanistic Modeling Techniques |
| CTR 117-1 | A Method for the Analysis of Pile Supported Foundations Considering Nonlinear Soil Behavior |
| CTR 117-2 | Experimental and Analytical Studies of Behavior of Single Piles in Sand Under Lateral and Axial Loading |
| CTR 117-3F | Analysis of Foundation with Widely Spaced Batter Piles |
| CTR 1175-5 | Effect of Depth to Bedrock on the Accuracy of Backcalculated Moduli Obtained with Dynaflect and FWD Tests |
| CTR 1175-5 | Effect of Depth to Bedrock on the Accuracy of Backcalculated Moduli Obtained with Dynaflect and FWD Tests |
| CTR 1175-7F | Evaluation of Flexible Pavements and Subgrades Using the Spectral-Analysis-of-Surface-Waves (SASW) Method |
| CTR 1177-3 | Deformational Characteristics of Soils at Small to Intermediate Strains for Cyclic Tests |
| CTR 1177-4F | Development of a Reliable Resilient Modulus Test for Subgrade and Non-Granular Subbase Materials for Use in Routine Pavement Design |
| CTR 118-1 | Theory of Moisture Movement in Expansive Clays |
| CTR 118-2 | Continuum Theory of Moisture Movement and Swell in Expansive Clays |
| CTR 118-3 | Prediction of Moisture Movement in Expansive Clays |
| CTR 118-4 | Prediction of Swelling in Expansive Clays |
| CTR 118-5 | An Examination of Expansive Clay Problems in Texas |
| CTR 118-6 | Measurements of a Swilling Clay in a Ponded Cut |
| CTR 118-7 | The Waco Ponding Project |
| CTR 118-8 | Continuing Measurements of a Swelling Clay in a Ponded Cut |
| CTR 118-9F | Observation of an Expansive Clay Under Controlled Conditions |
| CTR 1180-1F | Design and Behavior of Thin Walls in Hollow Concrete Bridge Piers and Pylons |
| CTR 1181-1F | Effect of Epoxy Coating on Band and Anchorage of Reinforcement in Concrete Structures |
| CTR 1190-1 | Truck Tire Pavement Contact Pressure Distribution Characteristics for Super Single 18-22.5 and Smooth 11R24.5 Tires |
| CTR 1190-2F | Truck Tire Pavement Contact Pressure Distribution Characteristics for the Bias Goodyear 18-22.5, the Radial Michelin 255/80R/24.5, the Radial Michelin 255/70R/22.5, and the Radial Goodyear 11R24.5 Tires |
| CTR 1195-1 | Numerical Modeling of the Response of Cylindrical Specimens of Clay to Drying |
| CTR 1195-2F | Investigation of Long-Term Strength Properties of Paris and Beaumont Clays in Earth Embankments |
| CTR 1195-2F | Investigation of Long-Term Strength Properties of Paris and Beaumont Clays in Earth Embankments |
| CTR 1197-1F, v.1 | Organization and Analysis of 1987 HMAC Field Construction Data: Volume One |
| CTR 1197-1F, v.1 | Organization and Analysis of 1987 HMAC Field Construction Data: Volume One |
| CTR 1197-1F, v.2 | Organization and Analysis of 1987 HMAC Field Construction Data: Volume Two |
| CTR 1198-1F | Early Age Strength of Concrete: A Comparison of Several Nondestructive Test Methods |
| CTR 1205-1 | An Empirical-Mechanistic Design Method Using Bonded Concrete Overlays for the Rehabilitation of Pavements |
| CTR 1205-2 | Delamination of Bonded Concrete Overlays at Early Ages |
| CTR 1205-2 | Delamination of Bonded Concrete Overlays at Early Ages |
| CTR 1205-4F | Design and Construction of Bonded Concrete Overlays |
| CTR 1205-4F | Design and Construction of Bonded Concrete Overlays |
| CTR 1208-1F | Effect of Environmental Cycling on the Strength of Short Retrofit Anchor Bolts |
| CTR 1209-1 | Bonding of External Tendons at Deviators |
| CTR 1209-2F | Enhancing the Strength and Ductility of Post-Tensioned Segmental Box-Girder Bridges |
| CTR 1209-2F | Enhancing the Strength and Ductility of Post-Tensioned Segmental Box-Girder Bridges |
| CTR 121-1 | Long Span Prestressed Concrete Bridges of Segmental Construction-State of the Art |
| CTR 121-2 | Epoxy Resins for Jointing Segmentally Constructed Prestressed Concrete Bridges |
| CTR 121-4 | Computer Analysis of Segmentally Erected Precast Prestressed Box Girder Bridges |
| CTR 121-5 | Construction and Load Tests of a Segmental Precast Box Girder Bridge Model |
| CTR 121-6F | Minimizing Construction Problems in Segmentally Precast Box Girder Bridges |
| CTR 1210-1 | Measurement of Transfer Length on Prestressing Strands in Prestressed Concrete Specimens |
| CTR 1210-2 | Shear Strengthening of Pretensioned Prestressed Concrete Composite Flexural Members |
| CTR 1210-3 | Measurement of Development Length of 0.5-Inch and 0.6-Inch Diameter Prestressing Strand in Fully Bonded Concrete Beams |
| CTR 1210-4 | Behavior of Statically Loaded Pretensioned Concrete Beams with 0.5-inch Diameter Debonded Strands |
| CTR 1210-4 | Behavior of Statically Loaded Pretensioned Concrete Beams with 0.5-inch Diameter Debonded Strands |
| CTR 1210-5F | Design Guidelines for Tranfer, Development and Debonding of Large Diameter Seven Wire Strands in Pretensioned Concrete Girders |
| CTR 1210-5F | Design Guidelines for Transfer, Development and Debonding of Large Diameter Seven Wire Strands in Pretensioned Concrete Girders |
| CTR 1211-1F | Fretting Fatigue in External Post-Tensioned Tendons |
| CTR 1216-1 | Daily Variability of Commuter Decisions: Dallas Survey Results |
| CTR 1216-1 | Daily Variability of Commuter Decisions: Dallas Survey Results |
| CTR 1216-2F | Dynamic Framework for the Analysis of User Responses to Traffic System Disruptions and Control Actions |
| CTR 1222-1F | Establishment of Acceptance Limits for 4-Cycle MSS and Modified Wet Ball Mill Tests for Aggregates Used in Seal Coats and HMAC Surfaces |
| CTR 1222-1F | Establishment of Acceptance Limits for 4-Cycle MSS and Modified Wet Ball Mill Tests for Aggregates Used in Seal Coats and HMAC Surfaces |
| CTR 1223-1 | Evaluation and Implementation of the Roughness Measuring Subsystem of the ARAN Unit |
| CTR 1223-2F | Evaluation and Implementation of the Automatic Road Analyzer (ARAN) |
| CTR 1227-1 | Mitigating the Effects of Ur ban Highway Construction |
| CTR 123-1 | A Systems Approach Applied to Pavement Design and Research |
| CTR 123-10 | Flexible Pavement System-Second Generation, Incorporating Fatigue and Stochastic Concepts |
| CTR 123-12 | A Pavement Feedback Data System |
| CTR 123-14 | Prediction of Low-Temperature and Thermal-Fatigue Cracking in Flexible Pavements |
| CTR 123-16 | Fatigue and Stress Analysis Concepts for Modifying the Rigid Pavement Design System |
| CTR 123-18 | Probabalistic Design Concepts Applied to Flexible Pavement System Design |
| CTR 123-19 | Use of Condition Surveys, Profile Studies, and Maintenance Studies in Relating Pavement Distress to Pavement Performance |
| CTR 123-2 | A Recommended Texas Highway Department Pavement Design System UserÕs Manual |
| CTR 123-20 | Implementation of a Complex Design System |
| CTR 123-21 | Rigid Pavement Design System Input Guide for Computer Program RPS2 |
| CTR 123-23 | Stochastic Study of Design Parameters and Lack-of-Fit of Performance Model in the Texas Flexible Pavement Design System |
| CTR 123-26 | Modification and Implementation of the Rigid Pavement Design System |
| CTR 123-27 | Influence of Cognitive Style in a Methodology for Data Base Design |
| CTR 123-3 | Characterization of the Swelling Clay Parameter Used in the Pavement Design System |
| CTR 123-4 | Developing a Pavement Feedback Data System |
| CTR 123-5 | A Systems Analysis of Rigid Pavement Design |
| CTR 123-6 | Calculation of the Elastic Moduli of a Two Layer Pavement System from Measured Surface Deflections |
| CTR 123-6A | Calculation of the Elastic Moduli of a Two Layer Pavement System from Measured Surface Deflection, Part II |
| CTR 123-7 | Annual Report to Area III Research Advisory Committee on Important Pavement Research Needs, 1970-1971 |
| CTR 123-8 | A Sensitive Analysis of Flexible Pavement System FPS2 |
| CTR 123-9 | Skid Resistance Considerations in the Flexible Pavement Design System |
| CTR 1234-3F | Measurement Based Revisions for Segmental Bridge Design and Construction Criteria |
| CTR 1234-3F | Measurement Based Revisions for Segmental Bridge Design and Construction Criteria |
| CTR 1239-1 | Bracing Requirements for Elastic Steel Beams |
| CTR 1239-2 | An Ultimate Load Test to Study Bracing Effects of Bridge Decks |
| CTR 1239-3 | Evaluation of Bridge Decks as Lateral Bracing for Supporting Steel Stringers |
| CTR 1239-4F | Bracing of Steel Beams in Bridges |
| CTR 124-1F | Functional Classification of Highway Systems |
| CTR 1243-2 | Effects of Irregularities on the Dynamic Response of Pavements in Non-Destructive Testing |
| CTR 1243-3 | Development and Preliminary Investigation of a Rolling Dynamic Deflectometer |
| CTR 1243-4 | Preliminary Studies to Develop a Trailer-Mounted System to Delineate Irregularities in Rigid Pavements |
| CTR 1243-5F | Evaluation of Stress-Wave Methods for Implementation into a Rolling System to Detect Pavement Irregularites |
| CTR 1244-10 | Analysis of Jointed Concrete Pavement |
| CTR 1244-10 | Analysis of Jointed Concrete Pavement |
| CTR 1244-12 | A Method for Estimating the Remaining Life of Continuously Reinforced Concrete Pavements |
| CTR 1244-13F | Effect of Aggregates on Pavement Performance |
| CTR 1244-13F | Effect of Aggregates on Pavement Performance |
| CTR 1244-2 | Characterization of Concrete Properties with Age |
| CTR 1244-3 | Early-Age Behavior of Continuously Reinforced Concrete Pavement and Calibration of the Failure Prediction Model in the CRCP-7 Program |
| CTR 1244-3 | Early-Age Behavior of Continuously Reinforced Concrete Pavement and Calibration of the Failure Prediction Model in the CRCP-7 Program |
| CTR 1244-4 | Monitoring of Siliceous River Gravel and Limestone Continuously Reinforced Concrete Pavement Test Sections in Houston 2 Years After Placement, and Devlopment of a Crack Width Model for the CRCP-7 Program |
| CTR 1244-4 | Monitoring of Siliceous River Gravel and Limestone Continuously Reinforced Concrete Pavement Test Sections in Houston 2 Years After Placement, and Devlopment of a Crack Width Model for the CRCP-7 Program |
| CTR 1244-4 | Monitoring of Siliceous River Gravel and Limestone Continuously Reinforced Concrete Pavement Test Sections in Houston 2 Years After Placement, and Devlopment of a Crack Width Model for the CRCP-7 Program |
| CTR 1244-5 | Preliminary Research Findings on the Effect of Coarse Aggregate on the Performance of Portland Cement Concrete Paving |
| CTR 1244-5 | Preliminary Research Findings on the Effect of Coarse Aggregate on the Performance of Portland Cement Concrete Paving |
| CTR 1244-8 | Effects of Aggregate Blends on the Properties of Portland Cement Concrete Pavements |
| CTR 1244-8 | Effects of Aggregate Blends on the Properties of Portland Cement Concrete Pavements |
| CTR 1246-2F | The Development of a Strategy for the Implementation of Full-Scale Accelerated Pavement Testing for the Texas Highway Department |
| CTR 1246-2F | The Development of a Strategy for the Implementation of Full-Scale Accelerated Pavement Testing for the Texas Highway Department |
| CTR 1247-1 | Economic Effects of Highway Bypasses on Business Activities in Small Cities |
| CTR 1247-2 | Traffic and Spatial Impacts and the Classification of Small Highway-Bypassed Cities |
| CTR 1247-3F | Economic Impacts of Highway Bypasses |
| CTR 1250-1 | Effect of Reclaimed Asphalt Pavement on Binder Properties Using the Superpave System |
| CTR 1250-2 | The South Central Superpave Center: Report of Activities |
| CTR 1250-3 | Evaluation of Superpave Gyratory Compactors |
| CTR 1250-4 | Development and use of static creep test to evaluate rut resistance of superpave mixes. |
| CTR 1250-5 | Mixing and Compaction Temperatures for Hot Mix Asphalt Concrete |
| CTR 1250-S | The South Central Superpave Center Summary Report |
| CTR 1258-1F | Texas Model for Intersection Traffic--Additional Features |
| CTR 1264-1 | Evaluation of Agents for Lubrication and Temporary Corrosion Protection of Post-Tension Tendons |
| CTR 1264-1 | Evaluation of Agents for Lubrication and Temporary Corrosion Protection of Post-Tension Tendons |
| CTR 1264-2 | Reducing Friction Losses in Monolithic and Segmental Bridge Tendons |
| CTR 1264-3F | Investigation of Corrosion Protection Systems for Bridge Stay Cables |
| CTR 1264-3F | Investigation of Corrosion Protection Systems for Bridge Stay Cables |
| CTR 1265-1 | Studies on Damage and Corrosion Performance of Fabricated Epoxy-Coated Reinforcement |
| CTR 1265-1 | Studies on Damage and Corrosion Performance of Fabricated Epoxy-Coated Reinforcement |
| CTR 1265-2 | Consolidation of Concrete with Epoxy-Coated Reinforcement |
| CTR 1265-3 | Corrosion Performance of Epoxy-Coated Reinforcement -- Macrocell Tests |
| CTR 1265-4 | Corrosion Performance of Epoxy-Coated Reinforcement - Beam Tests |
| CTR 1265-5 | Repair of Epoxy-Coated Reinforcement |
| CTR 1265-6 | Adhesion Testing of Epoxy Coating |
| CTR 1265-S | Corrosion Performance of Epoxy-Coated Reinforcement-Summary, Findings, and Guidelines |
| CTR 1265-S | Corrosion Performance of Epoxy-Coated Reinforcement-Summary, Findings, and Guidelines |
| CTR 1267-1F | Hydraulic Characteristics of Recessed Curb Inlets and Bridge Drains |
| CTR 1269-1F | Feasibility of Safety Rest Area Commercialization in Texas |
| CTR 1269-1F | Feasibility of Safety Rest Area Commercialization in Texas |
| CTR 1270-1F | Transportation Corporations and Road Utility Districts: The Texas Experience |
| CTR 1281-1 | An Overview of Highway Privatization |
| CTR 1281-2 | Reliability of Toll Road Revenue Forecasts for Selected Toll Roads in the United States |
| CTR 1281-2 | Reliability of Toll Road Revenue Forecasts for Selected Toll Roads in the United States |
| CTR 1281-3F | Strategic and Implementation Issues in Texas' Public-Private Transportation Projects |
| CTR 1282-2F | A Framework for Evaluating Multimodal Transportation Investment in Texas |
| CTR 1286-1F | Long-Term Evaluation of Stripping and Moisture Damage in Asphalt Pavements Treated with Lime and Antistripping Agents |
| CTR 1291-01-1 | Interactive Graphics Intersection Design System (IGIDS) Enhancements |
| CTR 1291-01-1 | Interactive Graphics Intersection Design System (IGIDS) Enhancements |
| CTR 1291-01-P2 | Interactive Graphics Intersection Design System (IGIDS) Users Manual : Update to Appendix C |
| CTR 1291-01-P2 | Interactive Graphics Intersection Design System (IGIDS) Users Manual : Update to Appendix C |
| CTR 1291-1 | Interactive Graphics Intersection Design System (IGIDS) Training Manual |
| CTR 1291-2 | Interactive Graphics Intersection Design System (IGIDS): Research Report |
| CTR 1291-S | Interactive Graphics Intersection Design System (IGIDS) |
| CTR 1296-1 | Models of Pedestrian Crossing Behavior at Signalized Intersections |
| CTR 1296-2F | Pedestrian Signals: Warrants and Effectiveness |
| CTR 1296-2F | Pedestrian Signals: Warrants and Effectiveness |
| CTR 1300-1 | Field Evaluation of Bridge Corrosion Protection Measures |
| CTR 1300-3 | Development of a Field Corrosion Detection and Monitoring Program for Reinforced Concrete Bridges |
| CTR 1302-1 | Behavior of Reinforced Concrete Pier Caps Under Concentrated Bearing Loads |
| CTR 1302-2F | The Connection Between a Steel Cap Girder and a Concrete Pier |
| CTR 1304-1 | Elastomeric Bearings: Background Information and Field Study |
| CTR 1304-2 | Test Methods for Elastomeric Bearings on Bridges |
| CTR 1304-3 | An Experimental Study of Elastomeric Bridge Bearings with Design Recommendations |
| CTR 1304-4 | Wax Build-Up on the Surfaces of Natural Rubber Bridge Bearings |
| CTR 1304-5 | Analysis of Elastomeric Bridge Bearings |
| CTR 1305-1 | Factors Affecting the Design Thickness of Bridge Slabs: Design and Preliminary Verification of Test Setup |
| CTR 1305-1 | Factors Affecting the Design Thickness of Bridge Slabs: Design and Preliminary Verification of Test Setup |
| CTR 1305-2 | Factors Affecting the Design Thickness of Bridge Slabs: Results of Static and Fatigue Test |
| CTR 1305-2 | Factors Affecting the Design Thickness of Bridge Slabs: Results of Static and Fatigue Test |
| CTR 1305-3F | Factors Affecting the Design Thickness of Bridge Slabs |
| CTR 1306-1F | Long-Term Performance Evaluation of Polymer-Modified Asphalt Concrete Pavements |
| CTR 1308-1F | Interactive Graphics Intersection Design UserÕs Manual |
| CTR 1309-1F | Evaluation of Failure in Bridge Expansion Joint Rails |
| CTR 1312-1 | Transborder Traffic and Infrastructure Impacts on the City of Laredo, Texas |
| CTR 1312-2 | Effect of the North American Free Trade Agreement on the Transportation Infrastructure in the Laredo-Nuevo Laredo Area |
| CTR 1312-3F | Executive Summary Š Truck Traffic in Laredo, Texas:|A Case Study of Issues and Remedies |
| CTR 1315-1 | Solidification/Stabilization of Contaminated Spent Blasting Media in Portland Cement Concretes and Mortars |
| CTR 1315-2 | Solidification/Stabilization of Used Abrasive Media for Non-Structural Concrete Using Portland Cement |
| CTR 1315-3F | Recycling Contaminated Spent Blasting Abrasives in Portland Cement Mortars Using Solidification/Stabilization Technology |
| CTR 1319-1 | Measurement and Analysis of Traffic Loads across the Texas-Mexico Border |
| CTR 1319-1 | Measurement and Analysis of Traffic Loads Across the Texas-Mexico Border |
| CTR 1319-2 | Forecasting Freight Traffic Between the U.S. and Mexico |
| CTR 1319-3 | Heavy Vehicle Characteristics at the Laredo and El Paso Parts of Entry |
| CTR 1319-4 | A Methodology for Determining the Freight Border Transportation Impact of the North American Free Trade Agreement |
| CTR 1319-5 | Truck Traffic Characteristics at the Laredo and El Paso, Texas-Mexico Border |
| CTR 1319-6F | Transportation Issues and the U.S.-Mexico Free Trade Agreement |
| CTR 1321-1F | Assessment of Congestion Pricing for Reducing Urban Congestion and Improving Air Quality |
| CTR 1322-1 | Texas Public Opinion Regarding Toll Roads |
| CTR 1322-1 | Texas Public Opinion Regarding Toll Roads |
| CTR 1322-2 | Electronic Toll Collection System |
| CTR 1322-3F | An Evaluation of the Status, Effectiveness, and the Future of Toll Roads in Texas: Remaining Issues and Executive Summary |
| CTR 1322-3F | An Evaluation of the Status, Effectiveness, and the Future of Toll Roads in Texas: Remaining Issues and Executive Summary |
| CTR 1325-1F | A Model for Estimating the Value of Property Access Rights |
| CTR 1326-1 | Historic Trends and Future Consequences of Projected Traffic Along Rural Interstate 35 |
| CTR 1326-2 | Preliminary Economic Evaluation of Alternatives for Reducing Congestion Problems in Texas |
| CTR 1326-3F | A Vision for Increasing Personal Intercity Mobility |
| CTR 1342-1 | A Case Study of Overlay Performance of Continuously Reinforced Concrete Pavement (CRCP) Located on IH-35, Bowie County, Texas |
| CTR 1342-2 | Development of a Jointed Concrete Pavement Database for the State of Texas |
| CTR 1342-2 | Development of a Jointed Concrete Pavement Database for the State of Texas |
| CTR 1342-3F | Updating and Maintaining the Rigid Pavement Database |
| CTR 1348-1 | Location and Availability of Waste and Recycled Materials in Texas and Evaluation of Their Utilization Potential in Roadbase |
| CTR 1348-1 | Location and Availability of Waste and Recycled Materials in Texas and Evaluation of Their Utilization Potential in Roadbase |
| CTR 1348-2F | Evaluation and the Use of Waste and Reclaimed Materials in Roadbase Construction |
| CTR 1349-1F | Investigations into Organic Scrap Material Substitutions in Portland Cement Concrete |
| CTR 135-5 | Overview of Pavement Management Systems Developments in the State Department of Highways and Public Transportation |
| CTR 135-7F | Two Aids for Field Personnel in Reducing Skidding Accidents |
| CTR 1356-1 | Full-Cost Analyisis of Urban Passenger Transportation |
| CTR 1356-2 | Development of a Multimodal Full-Cost Model -- MODECOST |
| CTR 1356-2 | Development of a Multimodal Full-Cost Model--MODECOST |
| CTR 1356-3 | Full-Cost Analysis of the Katy Freeway Corridor |
| CTR 1356-4 | The Houston-Harte of San Angelo: A Case Study Application of a Full-Cost Model for Evaluating Urban Passenger Transportation |
| CTR 1356-5 | US 59 Harris County/Ft. Bend County: A Case Study Application of a Full-Cost Model for Evaluating Urban Passenger Transportation |
| CTR 1356-6 | Application of Full-Cost of Urban Passenger Transportation Case Study: San Antonio Northeast (IH-35) Corridor |
| CTR 1356-7 | Full-Cost valuation of the Northeast Transit Terminal in El Paso, Texas |
| CTR 1356-8F | Development of an Urban Transportation Investment Model: Executive Summary |
| CTR 1363-1 | The Effects of Bar Orientation on the Behavior of Column Splices |
| CTR 1363-2F | Development of Bundled Reinforcing Steel |
| CTR 1363-2F | Development of Bundled Reinforcing Steel |
| CTR 1364-1 | Behavior and Design of Large Structural Concrete Bridge Pier Overhangs |
| CTR 1364-2 | An Evaluation of Repair Methods for Cantilever Bridge Piers |
| CTR 1364-2 | An Evaluation of Repair Methods for Cantilever Bridge Piers |
| CTR 1367-1 | Performance-Based Seal Coat Asphalt Specifications |
| CTR 1367-2F | The Use of the Superpave PG Grading System for Selecting Asphlat Binders for Seal Coats |
| CTR 1370-1 | Current Practice in the Repair of Prestressed Bridge Girders |
| CTR 1370-1 | Current Practice in the Repair of Prestressed Bridge Girders |
| CTR 1370-2 | Method to Evaluate Remaining Prestress in Damaged Prestressed Bridge Girders |
| CTR 1370-2 | Method to Evaluate Remaining Prestress in Damaged Prestressed Bridge Girders |
| CTR 1370-3F | Evaluation and Repair of Impact-Damaged Prestressed Concrete Bridge Girders |
| CTR 1370-3F | Evaluation and Repair of Impact-Damaged Prestressed Concrete Bridge Girders |
| CTR 1380-1 | Preliminary Report on a Remote Automatic Monitoring and Public Information System for Hazardous Conditions |
| CTR 1380-2 | Implementation Guidelines for Road Weather Information Systems |
| CTR 1380-3F | Road Weather Information System Decision Support Tool |
| CTR 1388-1 | Development Length of 0.6-Inch Prestressing Strand in Standard I-Shaped Pretensioned Concrete Beams |
| CTR 1388-1 | Development Length of 0.6-Inch Prestressing Strand in Standard I-Shaped Pretensioned Concrete Beams |
| CTR 1394-1 | Bicycle Hazard Mitigation Manual |
| CTR 1394-2F | Detection and Mitigation of Roadway Hazards for Bicyclists |
| CTR 1394-2F | Detection and Mitigation of Roadway Hazards for Bicyclists |
| CTR 1395-1 | Buckling Behavior of U-Shaped Girders |
| CTR 1395-1 | Buckling Behavior of U-Shaped Girders |
| CTR 1395-2F | Top Lateral Bracing of Steel U-Shaped Girders |
| CTR 1401-1 | Bending Fatigue Response of Grouted Stay Cables |
| CTR 1401-2 | Stay-Cable Vibration Monitoring of The Fred Hartman Bridge (Houston, Texas) and The Veterans Memorial Bridge (Port Arthur, Texas) |
| CTR 1401-2 | Stay-Cable Vibration Monitoring of The Fred Hartman Bridge (Houston, Texas) and The Veterans Memorial Bridge (Port Arthur, Texas) |
| CTR 1404-1 | Measured Behavior and Thermal Gradients in Innovative Bridge Piers |
| CTR 1404-2 | Measured Behavior of a Curved Precast Segmental Concrete Bridge Erected by Balanced Cantilevering |
| CTR 1404-2 | Measured Behavior of a Curved Precast Segmental Concrete Bridge Erected by Balanced Cantilevering |
| CTR 1404-3F | Measurement-Based Performance Evaluation of a Segmental Concrete Bridge |
| CTR 1404-3F | Measurement-Based Performance Evaluation of a Segmental Concrete Bridge |
| CTR 1405-1 | State-of-the-Art Report about Durability of Post-Tensioned Bridge Substructures |
| CTR 1405-1 | State-of-the-Art Report About Durability of Post-Tensioned Bridge Substructures |
| CTR 1405-1 | State-of-the-Art Report About Durability of Post-Tensioned Bridge Substructures |
| CTR 1405-2 | Development of High Performance Grouts for Bonded Post-Tensioned Structures |
| CTR 1405-3 | Long-Term Post-Tensioned Beam and Column Exposure Test Specimens: Experimental Program |
| CTR 1405-4 | Corrosion Protection for Bonded Internal Tendons in Precast Segmental Construction |
| CTR 1405-4 | Corrosion Protection for Bonded Internal Tendons in Precast Segmental Construction |
| CTR 1405-5 | Interim Conclusions, Recommendations, and Design Guidelines for Durability of Post-Tensioned Bridge Substructures |
| CTR 1405-6 | Final Evaluation of Corrosion Protection for Bonded Internal Tendons in Precast Segmental Construction |
| CTR 1405-7 | Long-Term Post-Tensioned Beam Exposure Test Specimens : Final Evaluation |
| CTR 1405-7 | Long-Term Post-Tensioned Beam Exposure Test Specimens : Final Evaluation |
| CTR 1405-8 | Long-Term Post-Tensioned Column Exposure Test Specimens : Final Evaluation |
| CTR 1405-8 | Long-Term Post-Tensioned Column Exposure Test Specimens : Final Evaluation |
| CTR 1405-9 | Conclusions, Recommendations, and Design Guidelines for Corrosion Protection of Post-Tensioned Bridges |
| CTR 1405-9 | Conclusions, Recommendations, and Design Guidelines for Corrosion Protection of Post-Tensioned Bridges |
| CTR 1407-1F | Rock Nail Design Guidlines for Roadway Cuts in Central Texas |
| CTR 1409-1 | Hydraulic Characteristics of Flush Depressed Curb Inlets and Bridge Deck Drains |
| CTR 1409-2F | The Effects of Various Piping Configurations on the Capacity of a Bridge Deck Drain |
| CTR 1410-2F | A Precast Substructure Design for Standard Bridge Systems |
| CTR 1410-2F | A Precast Substructure Design for Standard Bridge Systems |
| CTR 1412-2 |