AK Kaiserberg Replacement new building BW 2, new building BW 8.38.4 & 14

approx. 155 m Dismantling of railings on superstructure/FW TBW West (spar railings; Lead, chromium, zinc detected)

approx. 740 m Dismantling of protective device (SE) on superstructure

approx. 3,200 m2 of waterproofing (bitumen web, 1-layer)

approx. 515 m2 dismantling LSW on superstructure/FW incl. posts

accommodate approx. 3,200 m2 of asphalt paving (incl. allowances)

approx. 15 pcs dismantling of the bearings TBW East & West (neo-pot plain bearings, linear tipping bearings, roller bearings)

approx. 50 m Dismantling of the ÜKOs TBW East and West

approx. 200 m3 dismantling of pillar foundation, existing axis C, TBW East and TBW West (reinforced concrete)

approx. 1,800 m3 Dismantling of pillars Existing axes B to D TBW East & Existing axes B to D TBW West (reinforced concrete)

approx. 225 m3 Dismantling of caps TBW East and TBW West

approx. 2,200 m3 dismantling of the TBW East and TBW West superstructure (prestressed concrete)

approx. 100 pcs dismantling of frankip piles (L=4,20m)

approx. 85 pcs dismantling of frankip piles (L=8,50m)

ca. 25.400 m3 Baugrubenaushub Homogenbereiche Loose-A

ca. 23,000 m3 Widerlagerhinterfüllung

approx. 675 m2 in-situ concrete bored pile by piped drilling (abutment axis 10 TBW West, diameter 1.50m, vertical inclination up to n=10)

approx. 525 m2 in-situ concrete bored pile by piping (abutment axis 20 TBW West, diameter 1.50m)

approx. 1,020 m2 of in-situ concrete bored pile by piped drilling (abutment axis 30 TBW West, diameter 1.50m, vertical inclination up to n=10)

approx. 675 m2 in-situ concrete bored pile by piped drilling (abutment axis 10 TBW East, diameter 1.20m, vertical inclination up to n=10)

approx. 525 m2 in-situ concrete bored pile by piping (abutment axis 20 TBW East, diameter 1.50m)

approx. 1,020 m2 of in-situ concrete bored pile by piped drilling (abutment axis 30 TBW East, diameter 1.50m, vertical inclination up to n=10)

approx. prepare 160 pile heads (for foundation)

approx. 460 m2 of overlapping bored pile wall as deadman construction (Deadman West, axis 10, center distance 0.75m, diameter 0.90m)

approx. 75 m2 infill as SSW made of non-rottable material (Totmann West & East, axis 10)

approx. 258 m2 of bored pile wall as deadman construction (Totmann Ost, axis 10, diameter 1.20m)

approx. 215 m2 of beam screed wall, insertion of the beams with piped boron (axis 30, Deadman West)

produce approx. 1,470 m2 of steel sheet pile wall (for temporary shoring, screed length 9.00 m to 12.00 m, S 240 GP; Axis 20, TBW East and West)

approx. 155 m2 infill as SSW (TBW East and West, Axis 20)

produce approx. 1,370 m2 of bored pile wall as a medium longitudinal shoring (tangent bored pile wall; WL axis 10 and axis 30, diameter 1.20m)

approx. 195 m2 infill as SSW made of non-rottable material (middle longitudinal installation, axis 10)

approx. 1,140 m2 formwork for pile head panels

approx. 7,420 m2 of formwork for up. Trennpfeiler & aufg. Abutments & Wing Walls / Retaining Walls

approx. 13,510 m2 formwork for superstructures incl. EQT & caps

approx. 750 to reinforcing steel B500B for pile head plates

approx. 720 to reinforcing steel B500B for aufh. Trennpfeiler & aufg. Abutments & Wing Walls / Retaining Walls

approx. 1,110 tons reinforcing steel B500B for superstructures incl. EQT & caps

approx. 4,990 m3 reinforced concrete C30/37 for pile head panels

approx. 4,690 m3 reinforced concrete C30/37 for up. Trennpfeiler & aufg. Abutments & wing walls

approx. 6800 m3 reinforced concrete C45/55 for superstructures incl. EQT & caps

approx. 255 tons of prestressing steel 1570/1770 for superstructures

ca. 3100 St Bewehrungs-Schraubanschlüsse

approx. 20 pcs of dome storage, movable on all sides

approx. 2 pcs dome bearing, with holding construction

ca. 2 St Kalottenlager, einachsig verschieblich

approx. 75 m transition construction noise-reduced, Dilat. 30 mm (GZT) after practice 1

approx. 60 m transition construction noise-reduced, dilate. 190 mm (GZT), multi-profile

approx. 5,850 m2 concrete surface (superstructure) prepare, prime, seal

approx. 5,850 m2 waterproofing concrete surface (1 layer bit.)

approx. 889 m2 protective position under caps

approx. install 574 m seal reinforcement

produce approx. 5,060 m2 of asphalt protection layer (3.5 cm) MA 11 S

produce approx. 5,060 m2 of interlayer (3.5 +0.5 cm) MA 11 S

produce approx. 5,020 m2 of asphalt surface (5.5 cm) AC 11 DS

approx. 120 m Dismantling of protective device (SE) on superstructure

approx. 200 m2 dismantling LSW incl. posts

accommodate approx. 1,800 m2 of asphalt paving (incl. allowances)

ca. 16,000 m³ Baugrubenaushub

ca. 18.350 m3 Bauwerkshinterfüllung

approx. prepare 140 pile heads (for bored pile wall)

approx. 680 m2 Tangent bored pile wall, concrete C30/37 (diameter 1.20m, vertical inclination)

produce approx. 270 m2 of steel sheet pile wall (S 240 GP) as a medium longitudinal shoring

produce approx. 1.30 t SSW, steel structure S235

approx. 50 m2 infill SSW made of non-rotting material

approx. 120 m2 cleanliness layer (BW 8.3 & 8.4) concrete C12/15

approx. 305 m2 pile head beams (BW 8.3 & 8.4), formwork

approx. 215 m3 pile head beams (BW 8.3 & 8.4), concrete C30/37

ca. 22 t Pfahlkopfbalken (BW 8.3 & 8.4), Stahl B500B

approx. 4205 m2 retaining wall (BW 8.3 & 8.4), formwork

approx. 2150 m3 retaining wall (BW 8.3 & 8.4), concrete C30/37

approx. 250 t retaining wall (BW 8.3 & 8.4), steel B500B

approx. 240 m2 cap & cornice (BW 8.3 & 8.4), formwork

approx. 110 m3 cap & cornice (BW 8.3 & 8.4), concrete C30/37

approx. 13 t cap & cornice (BW 8.3 & 8.4), steel B500B

Install approx. 60 pc measuring bolts (BW 8.3 & 8.4)

approx. install 340 m joint tape (BW 8.3 & 8.4)

approx. 185 m2 cleanliness layer deadman construction

approx. 780 m2 dead man construction (BW 8.3 & 8.4), formwork

approx. 185 m3 dead man construction (BW 8.3 & 8.4), concrete C50/60

approx. 24 t deadman construction (BW 8.3 & 8.4), steel B500B

approx. 540 m2 dead man construction (gusset area 8.4), formwork

approx. 145 m3 dead man construction (gusset area 8.4), concrete C50/60

approx. 16 t dead man construction (gusset area 8.4), steel B500B

approx. 80 m2 deadman construction (connecting beam anchoring sheet pile wall, bored pile wall and MLV), formwork

approx. 60 m3 deadman construction (connecting beam anchoring sheet pile wall, bored pile wall and MLV), concrete C50/60

approx. 5.5 t deadman construction (connecting beam anchoring sheet pile wall, bored pile wall and MLV)approx. 165 pcs stabanker for deadman construction

approx. 310 m2 steel sheet pile wall drawing

approx. 140 m Dismantling of protective device (SE) on over