During the reconstruction of a state highway in 1991, a full-scale test sec
tion was established at a site with a history of poor pavement performance,
most likely because of a soft silty clay subgrade, high ground-water table
, and heavy logging truck traffic. Five different separator geotextiles and
a soil-only control section were installed in each lane. Excavations were
made in the test section 5 years after installation, and samples of geotext
iles, subgrade, and base course materials were exhumed for visual observati
on and laboratory testing. In addition, in situ soil tests were performed o
n the exposed subgrade soils. This paper summarizes these observations and
test results. Although some fines from the subgrade had migrated through th
e geotextiles into the bottom of the base course, there was no evidence aft
er 5 years of any adverse effect on the pavement itself. Minor geotextile d
amage that apparently occurred during construction had little effect on the
pavement performance. In all of the sections with geotextiles, the subgrad
e soils were found to have consolidated significantly in comparison with th
e soil-only sections. Overall, the geotextiles performed their intended fun
ction well.