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- Analysis of Large Truck Collisions with Bridge Piers: Phase 1. Report of Guidelines for Designing Bridge Piers and Abutments for Vehicle Collisions
- ASTM E1300 Uniform Load Strength Reduction Factor not Required for Ceramic Enameled Glass
- Best Practices for Barrier Protection of Bridge Ends
- Collision Loads on Bridge Piers: Phase 2. Report of Guidelines for Designing Bridge Piers and Abutments for Vehicle Collisions. 9-4973-2
- Design and Finite Element Analysis of Single Slope Median Wall for Grade Separation
- Development and MASH TL-4 Evaluation of TxDOT Rubber Mounted Single Slope Barrier
- Development and Testing of a Non-Pinned Low-Profile End Treatment
- Development of a General Procedure to Evaluate the Probability of Breakage for Glass Plates in Insulating Glass Units Due to Thermal Stresses Induced by Solar Irradiance
- Development of a Procedure to Evaluate the Shear Modulus of Laminated Glass Interlayers
- Architectural Glass
- ASTM E1300 Uniform Load Strength Reduction Factor not Required for Ceramic Enameled Glass
- Development of a General Procedure to Evaluate the Probability of Breakage for Glass Plates in Insulating Glass Units Due to Thermal Stresses Induced by Solar Irradiance
- Development of a Procedure to Evaluate the Shear Modulus of Laminated Glass Interlayers
- Roadside Safety & Physical Security
- Analysis of Large Truck Collisions with Bridge Piers: Phase 1. Report of Guidelines for Designing Bridge Piers and Abutments for Vehicle Collisions
- Best Practices for Barrier Protection of Bridge Ends
- Collision Loads on Bridge Piers: Phase 2. Report of Guidelines for Designing Bridge Piers and Abutments for Vehicle Collisions. 9-4973-2
- Design and Finite Element Analysis of Single Slope Median Wall for Grade Separation
- Development and MASH TL-4 Evaluation of TxDOT Rubber Mounted Single Slope Barrier
- Development and Testing of a Non-Pinned Low-Profile End Treatment