Foundation Design for High Tension Cable Guardrails
Foundation Design for High Tension Cable Guardrails
Submitted by
Ling Zhu, Ph.D.
Former Graduate Research Assistant
John R. Rohde, Ph.D., P.E. Associate Professor
Ryan J. Terpsma, B.S.M.E. Graduate Research Assistant
Midwest Roadside Safety Facility University of Nebraska-Lincoln
130 Whittier Building Lincoln, Nebraska 68588-0853
(402) 472-0965
Submitted to
Mid-America Transportation Center 262 Whittier Building
Lincoln, Nebraska 68588-0853
MwRSF Research Report No. TRP-03-236-10
June 2010
High tension cable guardrail is becoming increasingly popular in median and roadside
applications due to the promise of reduced deflections upon impact and reduced maintenance.
These systems show better performance in redirecting vehicles and preventing median
crossovers than traditional low-tension cable guardrail systems. These high tension systems have
also been shown to be more easily repairable with the undamaged lengths functioning properly
throughout the repair process. 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 temperature induced loads can be greater than those loads
applied during impact, these loadings 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. A soil specific foundation design would assure the functionality of these high
tension systems.
Download
*