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Louisana LADOTD Geotextile Fabrics

Mirafi G100N Drainage Composite
Louisiana LADOTD - Wall Drain (Single Sided) - 1019M00090 - 4' x 50' Roll - G100N
Mirafi G100N Drainage Composite
Louisiana LADOTD - Wall Drain (Single Sided) - 1019M00090 - 4' x 50' Roll - G100N

Louisiana LADOTD - Wall Drain (Single Sided) - 1019M00090 - 4' x 50' Roll - G100N

$510.47
Mirafi FW700 Geotextile Fabric
Louisiana LADOTD - Class S Geotextile Fabric - 1019M00070 - 12' x 300' Roll - FW700
MirafiΒ FW700 Series Geotextile Fabric
Mirafi FW700 Geotextile Fabric
Louisiana LADOTD - Class S Geotextile Fabric - 1019M00070 - 12' x 300' Roll - FW700
MirafiΒ FW700 Series Geotextile Fabric

Louisiana LADOTD - Class S Geotextile Fabric - 1019M00070 - 12' x 300' Roll - FW700

$2,160.87
Mirafi 170N Geotextile Fabric
Mirafi 170N Fabric
Mirafi 170N Geotextile Fabric
Mirafi 170N Fabric

Louisiana LADOTD - Class D Geotextile Fabric - 1019M00040 - 15' x 300' Roll - 170N

$1,513.32
Mirafi 160N Geotextile Fabric
Mirafi 160N Geotextile Fabric
Mirafi 160N Geotextile Fabric
Mirafi 160N Geotextile Fabric

Louisiana LADOTD - Class C Geotextile Fabric - 1019M00030 - 15' x 300' Roll - 160N

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

Louisiana LADOTD - Class B Geotextile Fabric - 1019M00020 - 12.5' x 360' Roll - 140NL

$1,193.05
Mirafi 140NL Geotextile Fabric
Mirafi 140NL Fabric
Mirafi 140NL Geotextile Fabric
Mirafi 140NL Fabric

Louisiana LADOTD - Class A Geotextile Fabric - 1019M00010 - 12.5' x 360' Roll - 140NL

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

Louisana LADOTD - Geotextile Uses

Louisiana highways, bridges, and coastal corridors sit on challenging ground: deltaic clays and silts, organic marsh and peat, beach sands, and man-made fills with high groundwater and seasonal inundation. Add hurricanes, storm surge, river floods, and heavy freight traffic, and you get subgrades that can rut, pump, scour, and lose fines. Geotextiles are the quiet engineering layer that helps these systems keep working.

The first job is separation and stabilization. On new lanes, shoulder widenings, and rehab projects, crews place a woven geotextile between weak native soils and imported base. The fabric stops fine soilsβ€”especially soft clays and organicsβ€”from migrating up into the aggregate under traffic, spreads load, and preserves base thickness. Where subgrades are very soft or saturated (common along bayous, levee toes, and reclaimed areas), geotextile also creates a working platform so haul trucks and pavers don’t punch through during construction. On exceptionally weak ground, it’s often paired with a geogrid to add stiffness and speed up production.

Because water drives many failures in Louisiana, filtration and drainage are constant priorities. Nonwoven geotextiles line underdrain trenches, wrap perforated pipes, and separate drainage stone from surrounding soils behind retaining walls, abutments, and wingwalls. Properly matched pore size and permittivity let water move freely while fines stay put, which reduces clogged outlets, wet spots at the shoulder, and base softening after big rain events. In areas with shallow water tables, nonwoven geotextile over open-graded aggregate can also act as a capillary break, limiting upward moisture that weakens the structure.

Where flow concentratesβ€”culverts, storm outfalls, channels, riverbanks, and coastal worksβ€”geotextiles serve as riprap underlayment. A robust nonwoven filter is placed on the prepared slope or bed before armor rock. It prevents subgrade soil from piping through rock voids during high velocities, tidal cycles, and surge, helping the riprap β€œlock in” and protecting embankments at bridge approaches, channel bends, and revetments. Along brackish and saline shorelines, generous overlaps or sewn seams and proper anchoring help the filter stay continuous under wave action and drawdown.

DOTD corridors also include many 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 at wingwalls, backwalls, and structural penetrations, where a filter layer protects weeps and outlets from silty inflow without trapping water.

Louisiana makes strategic use of pavement interlayers. Asphalt-impregnated nonwoven geotextile beneath overlays improves waterproofing and slows reflective crackingβ€”important where heat, heavy axle loads, and frequent wetting accelerate pavement aging. On chip seals and thin lifts, paving fabrics help limit water intrusion into base and subgrade, extending service life with minimal added thickness.

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

Finally, geotextiles provide liner protection in stormwater ponds, lined ditches, salt-shed pads, and containment areas. Heavy nonwoven fabrics cushion geomembranes from angular aggregate and equipment, lowering puncture risk and boosting 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 Louisiana’s soils, hydraulics, and traffic demands.

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Louisana LADOTD