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Iowa DOT Geotextile Fabrics

dump truck unloading rocks on MIRAFI BXG110 Geogrid
Mirafi geogrid placed on road in front of Husky Stadium
Mirafi BXG geogrid under rock parking area
Mirafi BXG110 geogrid
Mirafi BXG110 Geogrid
dump truck unloading rocks on MIRAFI BXG110 Geogrid
Mirafi geogrid placed on road in front of Husky Stadium
Mirafi BXG geogrid under rock parking area
Mirafi BXG110 geogrid
Mirafi BXG110 Geogrid

Iowa DOT - 496.01-5 - Subgrade Stabilization Geogrid - 12.5' x 328' Roll - BXG110

$1,315.76
Mirafi RS280i Geotextile Fabric
Mirafi RS280i Geotextile Fabric
Mirafi RS280i Geotextile Fabric
Mirafi RS280i Geotextile Fabric

Iowa DOT - 496.01-6 - Bridge Abutment Backfill Fabric - 15' x 300' Roll - RS280i

$3,570.64
Mirafi MPV400 Asphalt Overlay Fabric
Mirafi MPV400 Asphalt Overlay Fabric

Iowa DOT - 496.01-4 - Asphalt Overlay Fabric - 12.5' x 360' Roll - MPV400

$1,503.51
Mirafi 160N Geotextile Fabric
Mirafi 160N Geotextile Fabric
Mirafi 160N Geotextile Fabric
Mirafi 160N Geotextile Fabric

Iowa DOT - 496.01-3 - Embankment Erosion Control Fabric - 15' x 300' Roll - 160N

$1,440.03
Mirafi 140NL Geotextile Fabric
Mirafi 140NL Fabric
Mirafi 140NL Geotextile Fabric
Mirafi 140NL Fabric

Iowa DOT - 496.01-2 - Sub Surface Drainage Fabric - 12.5' x 360' Roll - 140NL

$1,193.05
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Solmax DOT Standard Specification Product Chart (click image to expand)

Iowa DOT - Geotextile Uses

Iowa’s highways cross glacial tills, deep loess along the western hills, and alluvial deposits near major rivers. Add freeze–thaw cycles, spring snowmelt, intense convective storms, and heavy agricultural and freight traffic, and you get subgrades that can soften, pump fines, rut, and erode. Geotextiles are the quiet engineering layer that helps pavements, structures, and drainage systems keep performing in these conditions.

The first role is separation and stabilization. On new lanes, shoulder widenings, and rehab projects, a woven geotextile is placed between native soil and granular base or subbase. It keeps fine soilsβ€”especially silty tills and loessβ€”from migrating up into the aggregate under traffic, spreads load, and preserves base thickness. Where subgrades are very soft or wet (utility crossings, low shoulders, floodplain approaches), crews roll out geotextile to create a working platform so haul trucks and pavers don’t punch through. On exceptionally weak ground, the fabric is often paired with a geogrid for added stiffness.

Because water drives many failures, filtration and drainage are constant priorities. Nonwoven geotextiles line longitudinal edge-drain trenches, wrap perforated pipe, and separate drainage stone from surrounding soils behind retaining walls and bridge backwalls. Matching pore size (AOS) and permittivity to local soilsβ€”tight tills versus cleaner alluvial sandsβ€”lets water move while fines stay put, cutting off the mechanisms that clog outlets, create wet spots, and destabilize shoulders. In cold regions, pairing a nonwoven with open-graded aggregate also forms a capillary break, limiting upward moisture that fuels frost heave and base softening.

Where flows concentrateβ€”culverts, storm outfalls, streambanks, and channel liningsβ€”geotextiles serve as riprap underlayment. A robust nonwoven filter is placed on the prepared slope before armor rock. It prevents the underlying soil from piping through rock voids during high velocities and debris-laden floods, helps the riprap β€œlock in,” and protects embankments at bridge approaches and channel bends. On steeper slopes or fluctuating water levels, seams are overlapped generously or sewn and anchored to stay continuous under shifting hydraulics.

Iowa DOT corridors also include mechanically stabilized earth (MSE) walls and grade separations. Here, geotextiles act as joint and face filters, tucked behind panel or block joints so backfill fines don’t migrate to the face while drainage continuity is preserved. The same concept applies around structural penetrations and backwalls, where a filter layer protects weeps and outlets from silty inflow.

Iowa makes effective use of pavement interlayers as well. Asphalt-impregnated nonwoven geotextile beneath overlays improves waterproofing and slows reflective crackingβ€”important where deicing salts, frequent freeze–thaw, and large daily temperature swings accelerate pavement aging. On chip seals, paving fabrics limit water intrusion into base and subgrade, extending service life on rural routes and high-volume corridors alike.

For temporary erosion and sediment control, geotextiles appear in silt fence, inlet protection, curb socks, and check dams. They filter flow while trapping finesβ€”critical for stormwater compliance on long medians, steep cuts, and urban work zones. At project entrances, stabilized construction exits typically include a nonwoven geotextile beneath coarse rock; the fabric spreads wheel loads and prevents the stone from punching into wet soils, reducing track-out onto public roads.

Finally, geotextiles provide liner protection in stormwater basins, lined ditches, salt-shed pads, and deicing-brine containment. Heavy nonwoven fabrics cushion geomembranes from angular aggregate and construction traffic, reducing puncture risk and extending system life.

Good field practice ties it together: prepare subgrades smooth, avoid wrinkles, overlap or sew seams as needed, anchor with pins or the first lift, and cover promptly. Selection is function-drivenβ€”woven for stabilization and tensile capacity; nonwoven for filtration, drainage, and protectionβ€”tuned to Iowa’s soils, hydraulics, and traffic demands.

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Iowa DOT