Technical Reports
2016-Present
- Report 5-6735-01-1 - TxDOT Wildland Fire Management Training
- Report 5-6788-01-1 - Implementation of LRFD Geotechnical Design for Deep Foundations Using Texas Cone Penetrometer (TCP) Test
- Report 88-4XXIA001 - Load Rating TxDOT pre-1980 In-Service Culverts: Model Enhancements, Procedure Improvements, and Results for 1,000 Structures
- Report 88-7XXIA001 - Improving TxDOT's Culvert Load Rating Process and Software
2011 - 2015
- Report 5-4893-01-1 - Continuously Reinforced Bonded Concrete Overlay of Distressed Jointed Concrete Pavements
- Report 0-5200-1 - Analysis of the Occurrence and Statistics of Hazardous Materials Spill Incidents along Texas Highways and Suggestions for Mitigation of Transport-Related Spills to Receiving Waters
- Report 5-5230-01-1 - Implementing the Ultra-High Pressure Water Cutter for Roadway Maintenance Applications: Interim Report
- Report 5-5230-01-2 - Implementing the Ultra-High Pressure Water Cutter for Roadway Maintenance Applications: Final Report
- Report 0-5832-1 - Develop Mechanistic-Empirical Design for CRCP
- Report 0-5549-3 - Horizontal Cracking in Continuously Reinforced Concrete Pavements
- Report 5-5849-01-1- Software Development to Implement the TxDOT Culvert Rating Guide
- Report 0-5893-1 - Laboratory Evaluation of Constructability Issues with Surface Treatment Binder
- Report 0-6070-1 - Use of the Rational and Modified Rational Method of Hydraulic Design
- Report 0-6190-1- Use of Dowel Bars at Longitudinal Construction Joints
- Report 0-6274-1 - Project Level Performance Database for Rigid Pavements in Texas, II
- Report 0-6274-2 - Project Level Performance Database for Rigid Pavements in Texas, II
- Report 0-6326-1 - Rational Use of Terminal Anchorages in Portland Cement Concrete Pavements
- Report 0-6382-1 - Establish Effective Lower Bounds of Watershed Slope for Traditional Hydrologic Methods
- Report 0-6493-1- Volume 1 - Pullout Resistance of Mechanically Stabilized Reinforcements in Backfills Typically Used in Texas: Volume 1
- Report 0-6493-1- Volume 2 - Pullout Resistance of Mechanically Stabilized Earth Reinforcement in Backfills Typically Used in Texas: Volume 2, Test Reports for MSE Reinforcements in Type B (Sandy) Backfill
- Report 0-6493-1 - Volume 3 - Pullout Resistance of Mechanically Stabilized Earth Reinforcement in Backfills Typically Used in Texas: Volume 3, Test Reports for MSE Reinforcements in Type A (Gravelly) Backfill
- Report 0-6549-1 - Hydraulic Performance of Staggered-Barrel Culverts for Stream Crossings
- Report 0-6582-1 - Synthesis of Succesful Bicycle Planning in Mid-Size Cities
- Report 0-6611-1 - Improvements of Full Depth Repair Practices for CRCP Distresses
- Report 0-6639-1 - Testing of Alternative Supporting Materials for Portable Roll-Up Signs Used for Maintenance Work Zones
- Report 0-6654-1 - Empirical Flow Parameters - A Tool for Hydraulic Model Validity Assessment
- Report 0-6681-1 - Optimizing Concrete Pavement Type Selection Based on Aggregate Availability
- Report 0-6687-1 - Minimize Premature Distresses in Continuously Reinforced Concrete Pavement
- Report 0-6735-1 - Best Practices for TxDOT on Handling Wildfires
- Report 0-6735-2 - Best Practices for TxDOT on Handling Wildfires
- Report 5-9044-01-1- Winter Weather Management and Operations Curriculum Development and Instruction
- Report 5-9045-05-1- Just in Time Technology Transfer for Portland Cement Concrete Pavement Construction and Rehabilitation
- South Loop 289 Corridor Study - Phase II
2006-2010
- Report 0-1707-Review of TxDOT WWARP Aggregate Classification System
- Report 0-2116-2 - Effects of Wet Mat Curing Time and Earlier Loading on Long-Term Durability of Bridge Decks: Literature Review
- Report 0-2116-3 - Effects of Wet Mat Curing Time and Earlier Loading on Long-Term Durability of Bridge Decks: Rapid Chloride Permeability Tests and Ponding Tests
- Report 0-2116-4A - Effects of Wet Mat Curing Time and Earlier Loading on Long-Term Durability of Bridge Decks: Compressive Strength, Maturity and Strength Durability Index (SDI)
- Report 0-2116-4B - Effects of Wet Mat Curing Time and Earlier Loading on Long-Term Durability of Bridge Decks: Fracture, Flexural Strength and Shrinkage
- Report 0-2116-6 - Effects of Wet Mat Curing Time and Earlier Loading on Long-Term Durability of Bridge Decks: Executive Summary
- Report 5-4035-01-2 - Construction and Evaluation of Post-Tension Pre-Stressed Concrete Pavement
- Report 0-4193-6 - Loss-Rate Functions for Selected Texas Watersheds
- Report 5-4194-01-2 - Application of Storm Statistics to TxDOT Construction and Stormwater Management Maintenance
- Report 0-4362-1 - A Testing and Evaluation Protocol to Assess Seal Coat-Binder-Aggregate Compatibility
- Report 0-4405-1 - The Rational Method, Regional Regression Equations, and Site-Specific Flood Frequency Relations
- Report 0-4484-1 - Non-Destructive Evaluation of Installed Soil Nails
- Report 0-4575-1 - Capabilities/Limitations and Recommendations for Transporting TxDOT's Heavy-Duty Off-Road Construction and Maintenance Equipment Fleet
- Report 0-4586-3 Full-Scale Controlled Tests of Wind Loads on Traffic Signal Structures
- Report 0 -4586-4 - Risk Assessment Model for Wind-Induced Fatigue Failure of Cantilever Traffic Signal Structures
- Report 0-4586-5 - Investigation of Wind-Induced Highway Lighting Pole Vibration Using Full-Scale Measurement
- Report 0-4681-1 - Further Development of Binder Quality Assurance Program
- Report 0-4695-3 - Design Guidance for Low-Water Crossings in Areas of Extreme Bed Mobility, Edwards Plateau, Texas
- Report 0-5169-1 - Constructability Review of Surface Treatments Constructed on Base Courses: Interim Report
- Report 0-5169-2 - Constructability Review of Surface Treatments Constructed on Base Courses - Final Report
- Report 0-5230-1 - Maintenance Solutions for Bleeding and Flushed Pavements Surfaced with a Seal Coat or Surface Treatment
- Report 0-5822-01-2 - Subdivision of Texas Watersheds for Hydrologic Modeling
- Report 0-5823-1 - Hydraulic Performance of Type-H Inlets
- Report 0-5834-1 - Study of Elastomeric Bearings for Superelevated U-Beam Bridges
- Report 0-5849-1 - Evaluating Existing Culverts for Load Capacity Allowing for Soil Structure Interaction
- Report 0-5873-1 - Develop a New Testing and Evaluation Protocol to Assess Flexbase Performance Using Strength of Soil Binder
- Report 0-5884-1 - Handling Issues for Lead and Asbestos in Bridge Construction
- Report 0-6495-1 - TxDOT and Electric Power Transmission Lines
2001-2005
- Report 0-1400-1 - Investigation of Wind-Rain-Induced Cable-Stay Vibrations on Cable-Stayed Bridges
- Report 9-1520-4 - FRP Reinforcing Bars in Bridge Deck - Field Instrumentation and Field Monitoring
- Report 0-1704-8 - Evaluation of Roadway Lighting Systems Designed by Small Target Visibility (STV) Methods
- Report 0-1753-1 - Performance of Continuously Reinforced Concrete Pavement Containing Recycled Concrete Aggregate
- Report 0-1808-1 - Evaluate the Uses for Scrap Tires in Transportation Facilities
- Report 0-1809-3 - Evaluation of Backfill Materials and Installation Methods for High Density Polyethylene Pipe
- Report 0-1853-2 - Alternate Vertical Shear Reinforcement in Prestressed Concrete Beams
- Report 5-1860-1 - Stabilization of Soil Using In-Situ Vitrification
- Report 0-1860-2 - Subgrade Repair and Stabilization Using In-Situ Vitrification-Phase II: Final Report
- Report 0-1860-3 - Subgrade Repair and Stabilization Using In-Situ Vitrification-Phase III: Final Report
- Report 0-2104-2 - Climatic Adjustments of Natural Resource Conservation Service (NRCS) Runoff Curve Numbers
- Report 0-2116-1 - Effects of Wet Mat Curing Time and Earlier Loading on Long-Term Durability of Bridge Decks: Survey Results
- Report 0-4144-1 - Study of Re-Refined Oil Use in Diesel Engines
- Report 0-4193-3 - Synthesis of Literature, Loss-Rate Functions, Regional Characteristics of Unit Hydrographs
- Report 0-4193-4 - Unit Hydrograph Estimation for Applicable Texas Watersheds
- Report 0-4375-3 - Innovative Design and Construction Methods for Off System Bridges
- Report 0-4376-1 - Investigate the Availability of Technology to Identify Buried Non-Metallic Pipelines
- Report 0-4396-1 - Best Practices for Pavement Edge Maintenance
- Report 0-4405-2 - Alternative Regression Equations for Estimation of Annual Peak-Streamflow Frequency for Undeveloped Watersheds in Texas Using Press Minimization
- Report 0-4412-1 - Use of Alternative Water Sources in Construction Operations
- Report 0-4553-1 - Synthesis of Storm Drain Design; Current Methodologies and Need for Alternatives to the Rational Method
- Report 0-4568-1 - Rapid Bridge Replacement Techniques
- Report 0-4571-1 - Utilizing Compost as an Alternative Method to Standard Seedlings
- Report 0-4696-1 - Literature Review of Timing Parameters for Hydrographs
- Report 7-4903-2 - Right of Way Mowing Height Research: Full Report
- Report 7-4936-1 - Development of Guidelines for Control of Radio-Frequency Interference in Vehicles -- Phase II: Final Report
- Report 7-4936-2 - Test Method Tex-899-B Radio-Frequency Interference (RFI) Testing
- Report 7-4974-1 - Environmental Characteristics of Traditional Construction and Maintenance Materials: Final Report
- Report 0-5096-1 - Water Intrusion in Base/Subgrade Materials at Bridge Ends
1995-2000
- Report 0-500-1 - Initial Analysis of Cathodic Protection Systems on U.S. 87 Railroad Overpass Bridge - Big Spring, Texas
- Report 0-500-2 - Cathodic Protection for Reinforced Concrete Bridge Deck - Big Spring
- Report 0-1207 - Wind Drag Coefficients for Octagonal Cylinders
- Report 0-1214 - Prevention of Longitudinal Cracking in Surfaces and Fills
- Report 0-1257-1 - Analysis of Single-Vehicle Run-Off-The-Road Accidents on Rural Four Lane or More Divided Highways in Texas
- Report 0-1303- - Wind Load Effects on Signs, Luminaires, and Traffic Signal Structures
- Report 0-1331-2F - Use of Glass Cullet in Roadway Construction
- Report 0-1365-1F - Guidelines for Using Hydrated Fly Ash as A Flexible Base
- Report 0-1388-2 - Development Length of 0.6-inch (15-mm) Diameter Prestressing Strand at 2-inch {50-mm) Grid Spacing in Standard I-shaped Pretensioned Concrete Beams
- Report 0-1416-1 - Evaluation of Structural Strength Characteristics of Light Pole Transformer Bases
- Report 9-1509-2 - Road to Recycling
- Report 0-1704-6 - Visibility Calculation from Video Images Using Different Techniques
- Report 0-1729 - Evaluation of the TxDOT Partnering Plus Program
- Report 0-1876-1 - Use of Whole Tires and Fly Ash in Earth Retaining Structures
- Report 0-1929 - Limitations on the Use of Aggregate Sulfate Soundness for the Prediction of Field Performance of HMAC and Seal Coat Pavement Surfaces
- Report 0-1936 - Control of Sediment Deposition at Big Sandy Draw Bridge and Interstate 20
- Report 7-1982-3F - Sensitivity of Overpass Bridges to Wind and Traffic Loading
- Report 0-2104-1 - Climatic Influence on NRCS Curve Numbers: Literature Review
- Report 7-2967-1 - Experimental Pavement Reconstruction Project to Determine Long-Term Effectiveness of Lime and Cement for Stabilization of Pavement Subgrade Soils
- Report 7-2983 - Aesthetic, Environmental and Geomorphological Implications of Channel Modifications
- Report 0-2985-7 - Fire Ant Dispersal Along Texas Highways
- Report 7-2995-2 - Testing for FM-Radio Interference in Motor Vehicles
- Report 7-3916-1 - Best Practices in Design-Build Contracting for Highway Projects in Texas
- Report 7-3951 - Proposed Geometric Design for Two-Lane, Two-Way Highway Intermittent Passing Section
- Report 7-3951-1 - Analysis of an Improved Two-Lane, Two-Way Highway Geometric Section
- Report 7-4903-1 - Right of Way Mowing Height Research: Literature Review
Center for Multidisciplinary Research in Transportation (TechMRT)
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Address
Texas Tech University, Box 41023, Lubbock, TX 79409-1023 -
Phone
806.742.3523 -
Email
techmrt.outreach@ttu.edu