Earthworks and superstructure for the route of the OU Meschenich in the 1st construction phase

Dewatering, production of infiltration basins

Amphibienleiteinrichtungen

Dam filling in the area of the 2nd BA

LV- Section 00: Earthworks and ceilings

-ca. remove 42,400 m3 topsoil,

-ca. 114,675 m3 of soil loosening

-ca. 48,100 m2 of qualified soil improvement,

-ca. install 28,120 m3 of building material,

-ca. Lay 1,170 m2 of geotextile as a separating layer,

-ca. cover 10,910 m3 topsoil,

-ca. lay 13,000 m2 of erosion protection fabric,

-ca. install 5,300 m of black boards,

-ca. install 2,920 m3 of gravel turf mixture,

-ca. 450 m of drainage ditch,

-ca. 1,810 m of drainage troughs,

-ca. 1,850 m of concrete pipelines,

-ca. 62 pcs precast shafts,

-ca. install 39,660 t of antifreeze material,

-ca. install 14,580 t of gravel base layer,

-ca. install 530 t of surface course material without binder,

-ca. produce 18,250 t asphalt base course from AC 32 T S,

-ca. produce 1,900 t asphalt base course from AC 22 T L,

-ca. produce 8,500 t asphalt binder course from AC 16 B S,

-ca. produce 3,600 t asphalt surface course from SMA 8 S,

-ca. produce 580 t asphalt surface course from AC 5 D L,

-ca. 150 m2 paving surface made of concrete blocks.

LV- Section 01: Dam filling 2nd BA

-ca. 5,875 m3 remove topsoil,

-ca. 29,450 m3 of soil loosening

-ca. create 500 m of stepping,

-ca. Spread 32,790 m2 of binder and improve the soil,

-ca. 1,865 m3 of underground improvement,

-ca. install 45,900 m3 of building material,

-ca. lay 23,700 m2 of geotextile as a separating layer,

-ca. improve 11,700 m³ of filled soil,

-ca. 585 m drainage troughs.