Lake bank stabilization at Vivid Shores
At Vivid Shores in Bonita Springs, Florida, PROPEX® Armormax®, MIRAFI® FW403 and MIRAFI 140N stabilize lake banks exposed to wind-driven wave erosion. Completed sections are performing as designed.



Lake bank stabilization at Vivid Shores
At Vivid Shores in Bonita Springs, Florida, PROPEX® Armormax®, MIRAFI® FW403 and MIRAFI 140N stabilize lake banks exposed to wind-driven wave erosion. Completed sections are performing as designed.
Crowne point country club case study
Crowne Point Country Club rehabilitated a deteriorated Vermont access road with MIRAFI H2Ri, using active moisture management to address saturated soils, frost-related distress and subgrade instability.
GSE HD geomembrane lined salt ponds ensure long-term brine containment
GSE® HD geomembrane lined over 3.4 million m² of evaporation ponds to prevent brine seepage under extreme heat and UV exposure. This continuous barrier eliminated salt discharge and protected the surrounding environment.
On the south side of Gainesville, Florida, U.S. Route 441 runs through Paynes Prairie Preserve State Park. This 2.5 mi (4 km) section of roadway is surrounded by swamp land, and standing water is common. The groundwater table is very high, and this portion of the roadway commonly floods after large storm events. Due to the rapid rise and fall of groundwater, fines and organics have mixed into the roadway base, resulting in ongoing maintenance issues. In 2017, this section of U.S. Route 441 was flooded during Hurricane Irma, leaving severe damage to the roadway. The Florida Department of Transportation (FDOT) sought a solution to reconstruct the roadway that would provide long-term performance.
Environmental & Geotechnical Specialists (EGS) performed the geotechnical design and recommendations for the roadway reconstruction. Borings indicated silty sands with organics and groundwater were between 2 and 7 ft (0.6 and 2.13 m) below the roadway surface. Additionally, the high fine content of the subgrade made stabilization extremely challenging.
The design for the reconstructed roadway involved removing the existing asphalt and roadway base and placing 105,000 yd² (87,793 m²) of MIRAFI® RS580i directly on the exposed subgrade. No other subgrade stabilization methods were used. After the placement of the MIRAFI RS580i, 11 inches (28 cm) of graded aggregate base was placed and compacted. The final step in the design involved placing the asphalt.
The reconstruction was completed in December 2021. Since reopening, the highway has endured multiple hurricanes and flood events. The high flow rate of MIRAFI RS580i and its ability to provide separation has prevented fines and organics from contaminating the roadway base. The roadway continues to perform well without requiring maintenance or repair. To date, this is the largest FDOT installation of the RSi material.