safety against global and compound failure. The obtained minimum longterm global stability safety factor for all the RSS cross sections met the WVDOT design criteria. The RSS was constructed with multiple layers of primary reinforcement using three types of uniaxial polyester geogrids vertically spaced at 18 inches (46 cm), and green geogrid mesh facing wrapped into the fascia and extended into the reinforced fill as secondary reinforcements. Uncoated welded wire forms were used in the facing to retain the fascia fill. Figure 8 shows welded wire form facing detail used in this RSS project, and Figure 9 shows the project postconstruction. NAUE-IMAGE-7x4.875-AD-11-2017.pdf FIGURE 9 Relocated WV Route 10 RSS postconstruction 1 02.11.17 12:43 C M Y CM MY CY CMY K www.GeosyntheticsMagazine.com 21http://www.naue.us http://www.GeosyntheticsMagazine.com