Publications — Materials and Pavements

Title	Report Number	Author(s)	Date
Prediction of Expansive Clay Roughness in Pavements with Vertical Moisture Barriers	187-28F
Comparative Analysis of Tack Coats, Trackless Tack Coats, Spray Paver Membranes, and Underseals	0-6908-PSR
Comparative Analysis of Tack Coats, Spray Paver Membranes, and Underseals: Technical Report	0-6908-R1
Implementation of Laser Scanning System for Classification of Aggregate Texture	5-6921-01-PSR
Application of a Laser Scanning System to Dynamic Friction Test Specimens: Correlation Between Texture and Friction	5-6921-01-R1
Planning the Next Generation of Seal Coat Equipment: Guidelines and Implementation	0-6963-P1
Planning the Next Generation of Seal Coat Equipment	0-6963-S
Application Rate Adjustments for Seal Coats in Texas	0-6963-R1
Validation of TxDOT Flexible Pavement Skid Prediction Model	0-6746-01-S
Validation of Asphalt Mixture Pavement Skid Prediction Model and Development of Skid Prediction Model for Surface Treatments	0-6746-01-1
Test Procedure for Validation of Automated Distress Data	0-6835-S
Framework for Development of TxDOT Construction Inspector Training Program	0-6806-TTI-3
Advancing Innovative High-Speed Remote-Sensing Highway Infrastructure Assessment Using Emerging Technologies: Technical Report	0-6869-1
Validation of TxDOT Flexible Pavement Skid Prediction Model: Workshop	0-6746-01-P2
Develop Nondestructive Rapid Pavement Quality Assurance/Quality Control Evaluation Test Methods and Supporting Technology	0-6874-S
Performance Evaluation and Specification of Trackless Tack	0-6814-S
New Laboratory Design Tools and Field Performance Monitoring Equipment for Permeable Friction Courses	0-6741-1
Evaluate Methodology to Determine Localized Roughness	0-6610-2
An Economic Analysis of Four Options for Dealing with Low-Volume Roads in Energy-Impacted Areas of Texas	0-6806-TTI-1
New Laboratory Design Tools and Field Performance Equipment for Permeable Friction Courses	0-6741-S
Impact of Changes in Profile Measurement Technology on QA Testing of Pavement Smoothness	0-6610-S
Oil and Gas Energy Developments and Changes in Pavement Conditions in Texas	PRC 14-35F
Considerations and Case Studies in Rapid Highway Construction Using Asphalt Pavement	161405-1
Developing a Mixture-Based Specification for Flexible Base	0-6621-S
Implementation of Curing, Texturing, Subbase, and Compaction Measurement Alternatives for Continuously Reinforced Concrete Pavement	5-6037-01-1
Evaluation of Binder Aging and Its Influence in Aging of Hot Mix Asphalt Concrete: Technical Report	0-6613-1
Construction of New Profiler Certification Tracks	5-9047-01-1
Development of a Specification for Flexible Base Construction	0-6621-2
A Methodology to Support the Development of 4-Year Pavement Management Plan	0-6683-1
Oversize/Overweight Vehicle Research Priorities	PRC 14-10-F
Evaluate Binder and Mixture Aging for Warm Mix Asphalt	0-6613-S
Develop a Pavement Project Evaluation Index to Support the 4-Year Pavement Management Plan	0-6683-S
TxDOT Administration Research: Tasks Completed FY 2012	0-6581-TI-4
The Overlay Tester (OT): Comparison with Other Crack Test Methods and Recommendations for Surrogate Crack Tests	0-6607-2
A Comprehensive Characterization of Asphalt Mixtures in Compression	SWUTC/13/600451-00006-1
Evaluation of the Texas Tier System for Seal Coat Binder Specification	0-6798-1
Price Adjustment Clauses: Report	0-6799-1
Impact of Changes in Profile Measurement Technology on QA Testing of Pavement Smoothness: Technical Report	0-6610-1
Webinar Presentations for TxDOT Implementation Project 5-6386-01, Implementation of New Pavement Performance Prediction Models in PMIS	5-6386-01-P1
Price Adjustment Clauses	0-6799-S
Evaluation of Skid Measurements Used by TxDOT: Technical Report	0-6619-1
Evaluation of Skid Measurements Used by TxDOT	0-6619-S
Comparison of Fatigue Analysis Approaches for Hot-Mix Asphalt to Ensure a State of Good Repair	SWUTC/13/600451-00012-1
TxDOT Administration Support: FY13	0-6581-TI-5
Laboratory Evaluation of Friction Loss and Compactability of Asphalt Mixtures	SWUTC/12/476660-00025-1
Performance Comparison of Various Seal Coat Grades Used in Texas	0-6496-1
Developing a Mixture Design Specification for Flexible Base Construction	0-6621-1
Subbase and Subgrade Performance Investigation and Design Guidelines for Concrete Pavement	0-6037-2
Energy Developments and the Transportation Infrastructure in Texas: Impacts and Strategies	0-6498-1
Implementation of New Pavement Performance Prediction Models in PMIS: Report	5-6386-01-1
Evaluation and Development of Pavement Scores, Performance Models and Needs Estimates for the TxDOT Pavement Management Information System - Final Report	0-6386-3
Texas Energy Developments and TxDOT Right of Way	0-6498-S
Quantifying the Effects in Order to Optimize the Use of Grade 3 and Grade 4 Seal Coats	0-6496-S
Evaluation and Development of Pavement Scores, Performance Models and Needs Estimates	0-6386-S
Develop Practical Field Guidelines for the Compaction of HMA or WMA	0-6992-S
Field Evaluation of Asphalt Mixture Skid Resistance and Its Relationship to Aggregate Characteristics	0-5627-3
Evaluating the Impact of Overweight Load Routing on Buried Utility Facilities	0-6394-2
Use of Existing Information Systems and Data to Support Bridge Management at TxDOT	0-6389-P1
Evaluating the Impact of Overweight Load Routing on Buried Utility Facilities	0-6394-1
Evaluation and Development of Pavement Scores, Performance Models and Needs Estimates: Phase I Activities	0-6386-2
Framework for a Comprehensive Bridge Management and Information System	0-6389-1
Skid Analysis of Asphalt Pavement	0-5627-P1
Framework for Comprehensive Bridge Management and Information System (BMIS)	0-6389-S
Evaluation of Overweight Load Routing on Buried Utility Plant	0-6394-S
Investigation of Rainfall and Regional Factors for Maintenance Cost Allocation	5-4519-01-1
Existing Regional and Rainfall Factors	5-4519-01-P1
Development, Calibration, and Validation of Performance Prediction Models for the Texas M-E Flexible Pavement Design System	0-5798-2
Field Evaluation of Asphalt Mixture Skid Resistance and Its Relationship to Aggregate Characteristics	0-5627-2
Alternative Pavement Design Analysis Tool (APDAT)	0-6085-P1
Operations Manual for Portable Profiler - Installing and Using the Portable Profiler	0-6004-P3
Seal Coat Damage Evaluation Due to Superheavy Load Moves Based on a Mechanistic-Empirical Approach	0-5270-1
A Portable Profiler for Pavement Profile Measurements - Final Report	0-6004-2
Physically Based Model for Predicting the Susceptibility of Asphalt Pavements to Moisture-Induced Damage	SWUTC/10/476660-00012-1
A Logical Guideline for Super-heavy Load Review Policy	0-5270-S
Using Imaging Technology to Improve the Laboratory and Field Compaction of HMA	0-5261-S
Application of Imaging Technology to Improve the Laboratory and Field Compaction of HMA	0-5261-1
Predicting Asphalt Mixture Skid Resistance Based on Aggregate Characteristics	0-5627-1
Considerations for Rigid vs. Flexible Pavement Design when Allowed as Alternate Bids: Technical Report	0-6085-1
Tests of HMA Overlays Using Geosynthetics to Reduce Reflection Cracking	0-1777-3
Evaluation of Binder Aging and Its Influence in Aging of Hot Mix Asphalt Concrete: Literature Review and Experimental Design	0-6009-1
Deploying Weigh-In-Motion Installations on Asphalt Concrete Pavements	0-5551-1
Transfer Functions for Various Distress Types	0-5798-P2
Laboratory and Field Procedures Used to Characterize Materials	0-5798-P1
Evaluation of Ways and Procedures to Reduce Construction Cost and Increase Competition	0-6011-1
Reference Guide for the Soil Compactor Analyzer	0-5135-P6
Development of a Database for Surface Energy of Aggregates and Asphalt Binders	5-4524-01-1
Considerations for Rigid vs. Flexible Pavement Designs When Allowed as Alternate Bids	0-6085-S
Subbase and Subgrade Performance Investigation for Concrete Pavement	0-6037-1
A Portable Profiler for Pavement Profile Measurements	0-6004-1
A Method for Predicting Asphalt Mixture Compactability and Its Influence on Mechanical Properties	0-5261-2
Guidance on Mitigating Impacts of Large Distribution Centers on Texas Highways	0-5335-S
Develop Test Procedures to Characterize Material Response Behavior, and Transfer Functions for TxDOT M-E Design	0-5798-S
Database of Measure Values	5-4524-01-P1
Alternatives Weigh-in-Motion (WIM) Plan for Statewide Data	0-5551-S
Impact of Reconstruction Strategies on System Performance Measures: Maximizing Safety and Mobility While Minimizing Life-Cycle Costs	UTCM 07-04
Evaluations of Ways and Procedures to Reduce Construction Costs and Increase Competition	0-6011-S
Flexible Base Ride Specification Development and Evaluation	0-4760-1
Verification of the Load-Thickness Design Curves in the Modified Triaxial Design Method	0-4519-1
Consideration of Regional Variations in Climatic and Soil Conditions in the Modified Triaxial Design Method	0-4519-2
Analysis of Successful Flexible Pavement Sections in Texas - Including Development of a Web Site and Database	0-5472-1
A Review of Performance Models and Test Procedures with Recommendations for Use in the Texas M-E Design Program	0-5798-1
A Database for Successful Pavement Sections in Texas - Including Both Experimental and No-Experimental Pavements	0-5472-S
Pilot Implementation of a New System to Calculate IRI Used for Pavement Design Procedures: Technical Report	5-4518-01-1
A Synthesis of Warm-Mix Asphalt	SWUTC/07/0-5597-1
Field Synthesis of Geotextiles in Flexible and Rigid Pavement Overlay Strategies Including Cost Considerations	0-1777-S3
Truck Instrumentation for Dynamic Load Measurement	0-4863-1
Tests to Identify Poor Quality Coarse Limestone Aggregates and Acceptable Limits for Such Aggregates in Bituminous Mixes	0-4523-2
Long Term Research on Bituminous Coarse Aggregates	0-1707-S
Polymer Modified Asphalt Durability in Pavements	0-4688-1
WinPRES and FLODEF User's Manuals	5-4518-01-P4
System for the Evaluation of Moisture Damage Using Fundamental Material Properties	0-4524-1
Evaluation of Ride Specification Based on Dynamic Load Measurements from Instrumented Truck	0-4863-2
LoadGage User's Guide	0-4519-P3
Hamburg Wheel-Tracking Database Analysis	0-1707-7
A Synthesis of Warm-Mix Asphalt	0-5597-1
Investigation of the Effects of Routine Overweight Truck Traffic on SH4/48	0-4184-S
Fibers from Recycled Tire as Reinforcement in Hot Mix Asphalt	SWUTC/06/167453-1
Characterizing the Effects of Routine Overweight Truck Traffic on SH4/48	0-4184-1
Summary Report: Evaluation of Effects of Tire Size and Inflation Pressure on Tire Contact Stresses and Pavement Response	0-4361-S
Application of Surface Energy Measurements to Evaluate Moisture Susceptibility of Asphalt and Aggregates	0-4524-S
Implementation of AIMS in Measuring Aggregate Resistance to Polishing, Abrasion and Breakage	5-1707-03-1
Field Tests Using Geosynthetics in Flexible and Rigid Pavements to Reduce Reflection Cracking	0-1777-2
Pilot Implementation of Pave-IR for Detecting Segregation in Hot -Mix Asphalt Construction	5-4577-01-1
Recommended Resolutions to Selected Hot Mix Asphalt Related Issues	0-4203-S
Pave-IR Operator's Manual - Version 1.2	5-4577-01-P3
Develop a Methodology for Establishing Bump Detection Using Inertial Profile Measurements for Implementation with the Ride Specification: Summary Report	0-4479-S
Design Procedure for Pavements on Expansive Soils: Volume 2	0-4518-1 (V2)
Evaluation of Effects of Tire Size and Inflation Pressure on Tire Contact Stresses and Pavement Response	0-4361-1
Sensitivity of HMA Performance to Aggregate Shape Measured Using Conventional and Image Analysis Methods	0-1707-5
Evaluation of Methods to Measure Ride (Profile) and Cross Slope on New Base Course and Pavements: Summary Report	0-4760-S
Evaluation of Simple Performance Tests on HMA Mixtures	9-558-S
Design Procedure for Pavements on Expansive Soils: Volume 1	0-4518-1 (V1)
Comparison of Fatigue Analysis Approaches for Two Hot Mix Asphalt Concrete (HMAC) Mixtures	0-4468-2
Evaluation of Selected Laboratory Procedures and Development of Databases for HMA	0-4203-3
Re-evaluation of Potential Vertical Rise Design Procedures	0-4518-S
Mechanistic Model to Predict the Impact of the Aggregate Matrix on the Permanent Deformation of Asphalt Mixtures	0-1707-6
Development of Specification-Type Tests to Assess the Impact of Fine Aggregate and Mineral Filler on Fatigue Damage	0-1707-10
Preliminary Fatigue Analysis of a Common TxDOT Hot Mix Asphalt Concrete Mixture	0-4468-1
Design Procedure for Pavements on Expansive Soils: Volume 3	0-4518-1 (V3)
Using Geosynthetics in Overlays to Minimize Reflection Cracking	0-1777-S
Measurements of Surface Energy and Its Relationship to Moisture Damage	0-4524-2
Aggregate Imaging System (AIMS): Basics and Applications	5-1707-01-1
Synthesis of Pavement Issues Related to High-Speed Corridors: Summary Report	0-4756-S
Variability of Hamburg Wheel Tracking Devices	5-4977-01-1
User's Guide to the Overweight Truck Route Analysis (OTRA) Program	0-4184-P3
Temperature Correction of Backcalculated AC Modulus	0-1863-S
Design of TxDOT Asphalt Mixtures Using the Superpave Gyratory Compactor	0-4203-1
Design of TxDOT Asphalt Mixtures Using the Superpave Gyratory Compactor	0-4203-1
Methodology for Load-Zoning Pavements	0-2123-S
Summary Report for Long-Term Strength of High-Pl Clays	0-2100-S
Recommendations for Minimizing Poor-Quality Coarse Aggregate in Asphalt Pavements	0-4523-1
Evaluation of Simple Performance Tests on HMA Mixtures from the South Central United States	9-558-1
Guidelines for Evaluating Routine Overweight Truck Routes	0-4184-P2
Synthesis of Pavement Issues Related to High-Speed Corridors	0-4756-1
Best Superpave Shear Test Protocol for Predicting Rutting	0-1819-S
Analysis of South Texas Aggregates for Use in Hot Mix Asphalt	0-4203-4
Evaluation of Ride Equation Using Current Profiler Systems and New Sensor Technology	7-4901-S
Long-Term Strength of Compacted High-PI Clays	0-2100-1
Estimating Strength Versus Location and Time in High-Plasticity Clays	0-2100-P1
As-Built Properties of Test Pavements on IH-20 in Atlanta District	0-4203-2
Guidelines for Using Geosynthetics with HMA Overlays to Reduce Reflective Cracking	0-1777-P2
Precision Statistics for Frequency Sweep at Constant Height Test	0-1819-2
Properties of High-Plasticity Clays	0-2100-2
Evaluation of Superpave Shear Test Protocols	0-1819-1
Maintenance Strategies for Pavements with Chemically Stabilized Layers	0-1722-6
Geosynthetics in Flexible and Rigid Pavement Overlay Systems to Reduce Reflection Cracking	0-1777-1
Literature Review for Long Term Research on Bituminous Coarse Aggregate	0-1707-1
Performance Prediction with the MMLS3 at WesTrack	0-2134-1
Predicting Hot-Mix Performance from Measured Properties: Phase II Project Documentation	0-1708-2
Development of an Analysis Procedure for Load-Zoning Pavements	0-2123-2
The Texas Modified Triaxial (MTRX) Design Program	0-1869-3
Development of a Procedure for Temperature Correction of Backcalculated AC Modulus	0-1863-1
User's Guide for the Modulus Temperature Correction Program (MTCP)	0-1863-2
Maintenance Selection Manual for Maintenance of Pavements with Chemically Stabiliized Layers - Airport Pavements 1998	0-1722-5
Predicting Hot-Mix Performance From Measured Properties: Phase I Report	0-1708-1
Program for Load-Zoning Analysis (PLZA): User's Guide	0-2123-1
Overview of Hot in-place Recycling of Bituminous Pavements	TRB 991399
Effect of Hydrated Lime on the Rheology, Fracture and Aging of Bitumen	TRB 991399
Develop Maintenance Strategy Selection Procedures for Pavements Incorporating Semi-Rigid or Chemically Stabilized Layers	0-1722-2
Development of Dynamic Analysis Techniques for Falling Weight Deflectometer Data	1175-2
Development of a Profile-Based Smoothness Specification for Asphalt Concrete Overlays	1378-S
Maintenance Selection Manual for: Maintenance of Pavements with Chemically Stabilized Layers / Highway Pavements	0-1722-4
Profile Equipment Evaluation	1378-2
Guidelines for the Design and Construction of Flexible Bases to Control Thermal Cracking in Pavements	1432-5F
Development of a Methodology for Posting Load Limits on Load-Zoned Pavements: Interim Report	1701-1
ROADSEG User's Guide, Version 1.0	TTI-1997-3
Evaluation of Glauconite Aggregate for Pavement Construction	7-3901-S
An Investigation of the Status of By-Product Fines in the United States	ICAR-101-1/98
PALS 2.0 User's Guide	7-3923-1
Guidelines for Evaluating Superheavy Load Routes	7-3923-S
Reduction of Sulfate Swell in Expansive Clay Subgrades in the Dallas District	3929-1
Investigation of Swelling Clay Soils in Subgrades of SH 6 and SH 21	2965-1F
Effects of Asphalt Additives on Pavement Performance	187-26
Evaluation of Pavement Base and Subgrade Material Properties and Test Procedures	1335-2
Development of a Procedure for the Structural Evaluation of Superheavy Load Routes	1335-3F
Identification of the Structural Benefits of Base and Subgrade Stabilization	1287-2
Guidelines for Mixture Design and Thickness Design for Stabilized Bases and Subgrades	1287-3F
Reduction of Sulfate Swell in Expansive Clay Subgrades in the Dallas District	1994-5
ProScan System Evaluation	1378-1
Reinforcing Fiberglass Grids for Asphalt Overlay	TTI-1994-20
Evaluation of Asphalt-Rubber Interlayers	187-20F
Short-Term Guidelines to Improve Crumb Rubber Modified Asphalt Concrete Pavements	1332-2F
Predicting Pavement Performance for Establishing Resurfacing Needs at the Network Level Pavement Management System: Phase I Report	RF 7245-1
Victoria Superheavy Load Move: Report on Route Assessment and Pavement Modeling	1335-1
Modeling Reliability in Pavements	TRB 931133
Development of a Procedure for the Automated Collection of Flexible Pavement Layer Thickness and Materials: Phase IIA - Executive Summary Report (Prepared for Florida DOT State Project 99700-7550.)	99700-7550
Development of a Procedure for Route Segmentation Using Predicted Layer Thickness From Radar Measurements (Prepared for Florida DOT State Project 99700-7550, Phase 2A.)	TTI-1993-15
Laboratory Evaluation of Crumb-Rubber Modified (CRM) Binders and Mixtures	1332-1
Effectiveness of Controlling Pavement Roughness Due to Expansive Clays with Vertical Moisture Barriers	1165-2F
El Paso Moisture Barrier Study	953-1F
System Hardware for Acquisition and Automatic Processing of Pavement Distress Videolog	1189-1
Resilient Modulus of Asphalt Concrete	1177-1F
Improved ACP Mixture Design: Development and Verification	1170-1F
Development of a Procedure for the Automated Collection of Flexible Pavement Layer Thickness and Materials: Phase I - Demonstration of Existing Ground Penetrating Radar Technology (Prepared for Florida DOT State Project 99700-7550.)	TTI-1992-1
Development of Image Algorithms for Automated Pavement Distress Evaluation System	1189-2F
Infrastructure: Back to Cadbury Or on to Camelot?	TTI-1991-19
Use, Availability and Cost-Effectiveness of Asphalt Rubber in Texas	1902-1F
Effect of Equipment and Mix Variables on Surface Shadows in Asphalt Concrete Mats	1134-1F
An Initial Evaluation of the Feasibility of a GIS to Support PMS Applications	930-4
Micro-PES Release 1.0 a User's Manual	930-1
Use of Climatic Data for the Prediction of Permanent Deformation in Flexible Pavements	452-2
Avoiding Early Failure of Intersection Pavements	1172-1F
A Microcomputer Based Procedure for Load-Zoning Determination on Low Volume Roads	473-3F
RAMS-DO1 as a Decision Analysis Tool	930-3
Effects of Temperature and Moisture on Low-Volume Roads	473-2
TTICRCP-A Mechanistic Model for the Prediction of Stresses, Strains, and Displacement in Continuously Reinforced Concrete Pavements	371-2F
Improved Asphalt Concrete Mixture Design Procedure	474-1F
Permanent Deformation Potential in Asphalt Concrete Overlay Over Portland Cement Concrete Pavements	452-3F
Microcomputer Based Procedure for Backcalculating Layer Moduli from FWD Data	1123-1
Using the Multidepth Deflectometer to Verify Modulus Backcalculation Procedures
Temperature, Frequency and Load Level Correction Factors for Backcalculated Moduli Values
Simplified Mechanistic Rut Depth Prediction Procedure for Low-Volume Roads	473-1
Moisture Barrier Effects on Pavement Roughness	187-16
Backcalculation of Pavement Layer Properties
Executive Summary Report on Effects of Tire Pressures on Flexible Pavement	372/386
Development of New Load Equivalence Factors for Flexible Pavement Design in Texas	476-1
Asphalt Additives for Increased Pavement Flexibility	471-2F
Pavement Cost Allocation Model Updates
Evaluation of Fabrics, Fibers and Grids in Overlays
Detection and Sizing of Surface Cracks in Expansive Soil Deposits	187-13
Mechanistic Evaluation of Selected Asphalt Additives
Evaluation of Bituminous Stabilized Blow Sands and River Sands in Texas	235-2F
Effects of Tire Pressures on Flexible Pavements	372-1F
Exploration for Aggregates, Texas NE Gulf Coast	267-1F
Operating Characteristics of and User Satisfaction with Commercially Available NDT Equipment
Use of Nondestructive Testing in the Design of Overlays for Flexible Pavements
Reinforcing Grids for Asphalt Overlays
Load Rating of Light Pavement Structures
Estimating Pavement Condition and Rehabilitation Costs Using Statistical Sampling Techniques	239-5
Investigation of Large Diameter Polyethylene Pipes Under Backfill and Service Loads
Development of the RAMS - State Cost Estimating Program	239-6F
A Numerically Based Design Procedure for Buried High-Density Polyethylene Profile-Wall Pipes Buried in Fine-Grained In-Situ Soils
Synthesis Study of Nondestructive Testing Devices for Use in Overlay Thickness Design of Flexible Pavements	FHWA/RD-83/097
Network Sampling to Estimate Distribution of Pavement Condition and Costs
Maps Showing Locations of Aggregate Deposits in the Coastal Plains of Texas
Evaluation of Flyash Test Sites Using a Simplified Elastic Theory Model and Field Measurements	240-4F
Developing Stochastic Flexible Pavement Distress and Serviceability Equations
Simulation Model for Rainfall Infiltration, Drainage Analysis, and Load- Carrying Capacity of Pavements
Laboratory Evaluation of Selected Fabrics for Reinforcement of Asphaltic Concrete Overlays	261-1
Improved Bridge Safety Index for Narrow Bridges	233-2F
Environmental Effects on Pavements, Damage Analysis
Load Rating of Light Pavement Structures	284-6F
Fracture in Stabilized Soils
Laboratory Evaluation of Fabrics for Reducing Reflection Cracking	3424-3
Design of Asphalt Pavements for Thermal Fatigue Cracking	284-4
An Evaluation of the Bridge Safety Index in Texas
Evaluation of Aasho Road Test Satellite and Environmental Studies: Phase II - Final Report
Influence of Asphalt Temperature Susceptibility on Pavement Construction and Performance: Final Report
Influence of Asphalt Temperature Susceptibility on Pavement Construction and Performance - Supplement to Final Report
Evaluation of Fly Ash Test Sites Using Static and Dynamic Deflection Systems	240-3
Stabilization of Marginal Aggregates with Foamed Asphalt	235-1
An Investigation of Two Case Histories of Chemical Treatment of Expansive Soil in Denver, Colorado
Layer Equivalency Factors and Deformation Characteristics of Flexible Pavements Test Data	284-3A
Layer Equivalency Factors and Deformation Characteristics of Flexible Pavements	284-3
Developmental Work on a Test Procedure to Identify Water Susceptible Asphalt Mixtures	287-1
Beneficial Use of Sulphur in Highway Pavements: Characterization and Analysis of Plasticized Sulfur Concrete
Computerized Method of Projecting Rehabilitation and Maintenance Requirements Due to Vehicle Loadings	298/312-1
Computerized Method of Projecting Rehabilitation and Maintenance Requirements Due to Vehicle Loading	298/312-1
Rehabilitation and Maintenance System: State Optimal Fund Allocation- Program I	239-4
Rehabilitation and Maintenance System: the Optimization Models	239-1
Rehabilitation and Maintenance System: State Optimal Fund Allocation--Program II (RAMS-SOFA-2)	239-2
Rehabilitation and Maintenance System District Time Optimization (RAMS- DTO-1)	239-3
Recycling: Project Selection and Design
Pavement Roughness on Expansive Clays	284-2
Effects of Truck Weights on Pavement Deterioration
State-Of-The-Art Review of Expansive Soil Treatment Methods
Pavement Rehabilitation Analysis: a Model for Texas
Design of Open Graded Friction Courses with Sulfur Extended Asphalt Binders
Guidelines for Recycling Asphalt Pavements
Evaluation of Certain Structural Characteristics of Recycled Pavement Materials
The Dual Parametric Approach to the Analysis of Surface Deflection Data	Research Brief No. 4
Creep Damage to Structures on Expansive Clay Slopes
Predicting Wet Weather Accidents
Evaluation of Computer Programs Nuload and Rehabilitation	298/312-1, VOL. 2
Influence of Asphalt Temperature Susceptibility on Pavement Construction and Performance - Supplement to Interim Report
Influence of Asphalt Temperature Susceptibility on Pavement Construction and Performance - Phase I
Highway Pavements, Past Maturity and in Future Shock
Guidelines for Recycled Pavement Materials: Supplement B
Guidelines for Recycled Pavement Materials: Supplement A
Evaluation of Computer Programs Nuload and Rehabilitation	298/312-1, VOL. 1
Evaluation of Computer Programs Nuload and Rehabilitation	298/312-1
Flexible Pavement Deflection Equation Using Elastic Moduli and Field Measurements	207-7F
Residual Stresses Due to Traveling Loads and Reflection Cracking	207-6
Properties of Frozen Base Courses in West Texas	207-4
Investigation of Vehicle Speed and Pavement Roughness Relationships for Texas Highways	284-1
Measurements of Pavement Performance Using Statistical Sampling Techniques	207-2
The Texas Rehabilitation and Maintenance District, Optimization System	207-3
Mixture Design Methods for Emulsion Treated Bases and Surfaces	41-1
Development of a Wet Weather Safety Index	221-1F
Thermal Pavement Cracking in West Texas	18-4F
Economic Bituminous Treated Bases	41-2F
Computation of Dynamic Loads at Grade Crossings: A User's Manual of the Computer Program	164-2
Prediction of Thermal Reflection Cracking in West Texas	18-3
Dynamic Properties of Subgrade Soils, Including Environmental Effects	164-3
An Analysis and Design Procedure for Highway-Railroad Grade Crossing Foundations	164-4F
Thermal Activity of Base Course Material Related to Pavement Cracking	18-2
Optimal Flexible Pavement Cross-Section Design Using Quantity-Discount Cost Model	123-28
Environmental Factors Relevant to Pavement Cracking in West Texas	18-1
Integrated Pavement Design Processor	123-22
Forecasting Serviceability Loss of Flexible Pavements	57-1F
Design Charts for Minor Service Structure Foundations	506-1F
Prediction of Swelling in Expansive Clays	118-4