Foundation Design for High Tension Cable Guardrails

High tension cable guardrail is becoming increasing popular in median and roadside applications due to the promise of reduced deflections upon impact and reduced maintenance. As the performance of these systems is observed in service, there is a growing concern over the end anchorage foundation performance of current systems. Foundations for high tension systems must not only be capable of restraining the impact load of a vehicle but must also restrain the initial pretension on the cable system as well as temperature induced loads. While it may be acceptable for many roadside safety devices to require foundation repair after impact, foundation failure due to environmentally induced loads would be a serious maintenance problem. As initial tension and temperature induced loads can be greater than those loads applied during impact, this type of loading must be considered in foundation design. Foundation deflection can reduce cable tension, increasing deflection of the system during impact and letting the cables sag after impact. The soil conditions in which these foundations are placed vary significantly. This report considers the potential impact, tension, and temperature loads and develops a set of suggested foundation designs to accommodate a range of in situ soil conditions. These designs will vary significantly in different areas around the nation due to variations in both weather and in situ soil conditions. Deflection during full-scale crash tests may not accurately represent the foundation deflection that will be experienced in the field

Development and Recommendations for a Non-Proprietary, High-Tension, Cable End Terminal System

Cable guardrail systems have been increasing in popularity in recent years due to several perceived benefits over the commonly used W-beam guardrail. A non-proprietary design was desired as an alternative to the many proprietary designs available. A non-proprietary, high-tension cable end terminal was necessary to accompany the non-proprietary, high-tension cable guardrail system under development. The objective of this research project was to develop design recommendations for a non-proprietary, high-tension cable end terminal. An analysis of several cable guardrail end terminals was undertaken to identify any common features that may prove to be beneficial or detrimental to end terminal designs. Next, a study of the non-proprietary low-tension system was conducted to determine the cause of vehicle instabilities in full-scale testing. Since the high-tension and low-tension cable end terminal designs are similar, it is likely that any issues with the low-tension design will also be evident in testing of the high-tension design. LS-DYNA modeling of current cable terminal anchor hardware was then accomplished and compared to bogie testing results. The anchor model proved to be sufficiently accurate to preliminarily analyze alternative cable anchor designs. A final, optimized, high-tension cable anchor design was produced along with alternative terminal post recommendations for continuing development of the non-proprietary, high-tension cable end terminal. Advisor: John D. Rei