An embankment of gravel was filled between the individual profiles from the berm elevation to the bottom rib elevation in layers of 0.20 m each, compacted with a vibratory roller – 4,850 m3;
A geosynthetic mesh was delivered and laid to cover the slope of the reinforced embankment by the company Tenzar Mat – 4,100 m2;
Excavation activities, loading of earth masses and transport of 5 km were carried out for humus filling of the slope – 8,500 m3;
Spreading of earthen soils in layers of 15 cm and mechanized compaction with a pneumatic plate was carried out - 4,250 m3;
Horizontal drainages and drainage ditches have been completed – 1,350 m;
Construction work has been carried out to extend an existing culvert with reinforced concrete cassettes 150/150/100 cm;
