Analysis of Roadside Safety Devices for Use on Very High-Speed Roadways
Determination of Minimum Height and Lateral Design Load for MASH Test Level 4 Bridge Rails
Development and Evaluation of Concrete Barrier Containment Options for Errant Motorcycle Riders
Development of a MASH TL-2 Guardrails-to-Bridge Rail Transition Compatible with 31-Inch Guardrail
Dynamic Response of Guardrail Systems Encased in Pavement Mow Strips
Evaluation of Roadside Safety Devices Using Finite Element Analysis
Impact Performance Evaluation of Work Zone Traffic Control Devices
MASH Test 3-11 of the TxDOT Single Slope Bridge Rail (Type SSTR) on Pan-Formed Bridge Deck
MASH Test 3-11 on 31-Inch W-Beam Guardrail with Standard Offset Blocks
MASH Test 3-21 on TL-3 Thrie Beam Transition Without Curb
MASH Test 3-37 of the TxDOT 31-Inch W-Beam Downstream Anchor Terminal