Subgrade resilient modulus is highly dependent on water content, which can
vary significantly with a number of environmental factors. Four sites acros
s the state of Tennessee were instrumented with comprehensive monitoring sy
stems that collect meteorologic, subgrade water content, infiltration, and
temperature data. These data will be used to develop a rational method to a
ccount for environmental effects (e.g., seasonal changes in subgrade water
content, in flexible pavement design). Multiple-segment TDR probes were pla
ced horizontally in the soil subgrade, in the stone subgrade, and in the as
phalt stabilized base, and single-segment probes were placed in the asphalt
ic concrete of the roadway sections. Tension-free pan lysimeters were insta
lled at three of the test sites to measure infiltration through the pavemen
t layers. Temperature sensors were installed in the soil subgrade and in th
e stone base at the same elevations as the TDR probes, and at three elevati
ons in the top 200 mm of the pavement. Each site was instrumented with a we
ather station that monitors relative humidity, air temperature, rainfall, w
ind speed, and solar radiation. The preliminary data indicate changes in wa
ter content in the stone base layer that correlate with rainfall, and a sma
ll seasonal change in subgrade water content. Data from a test site where t
he pavement surface layer is not in place indicate that the asphaltic layer
s below the surface layer are permeable during significant rainfall events
and that water appears to move freely through the asphalt stabilized base l
ayer.