Creation of two bridge structures - Bw 3 Milser Straße and Bw () Milser Bach.
Making a bypass of buildings on Milser Straße.
Route construction preparatory work, topsoil removal, construction road and deep drains L712. Later Milser Straße connects to the new bridge.
New building Bw 3 Milser Straße, 1-field building, surface area 385 m2
New building Bw () Milser Bach, frame structure made of prefabricated parts, superstructure area 100 m2
Bw 3 bypass, 1-lane traffic guidance with LZA
Route construction preparatory work, topsoil removal, construction road and deep drains L712
Litigation keeping work in the area of residential buildings Milser Straße
rerouting a private pressure pipeline
Later dismantling of the bypass, backfill and road connection Milser Str. to the new Bw
Quantities:
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a) Track construction
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clearing up approx. 73,000 m2 of construction site
Absorb approx. 29,000 m3 topsoil, dispose
Produce approx. 1,220 m of leaping slot, 5m deep
Install approx. 17 units of inspection shafts DN 1,000
approx. 1600 m2 of FSS (0/45), make 50 cm thick
Absorb, conveying, installing approx. 850 m3 SoB
Carry out approx. 1,600 m2 soil improvement
produce approx. 1,300 m2 base layer AC 22 T N, 10 cm thick
approx. 1300 m2 top coat AC 11 D N, 4 cm thick, manufacture
approx. 1,300 m2 asphalt, 14 cm thick, milling, dispose
b) new building Bw 3 Milser Straße
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1 psch techn. processing
1 psch construction site setup, clearance
ca.18.500m3 Produce excavation pit
filling approx. 425 m3 excavation pit
approx. 4,000m3 floor installation/backfill
approx. 105 pcs probing holes combat equipment
approx. 96 m2 of beam plank wall construction
approx. 45 m bored pile walls for construction
approx. 120 m2 sheet pile wall construction
500 m reinforced in-situ concrete piles diameter 120 cm, length approx. 15 to 18 m
approx. 160 m reinforced in-situ concrete piles diameter 120 cm, length approx. 7.00 m
1 psch load-bearing and working scaffolding
ca. 485 m3 concrete C 30/37 pile head beam
ca. 70 m3 concrete C 30/37 attachment shell
ca. 21 m3 concrete C 30/37 chamber walls
ca. 90 t rebar B 500 b
ca. 260 m3 concrete C 30/37 in-situ concrete slab beam superstructure
ca. 52 t rebar B 500 b
ca. 11 t tensioning steel 1570/1770
approx. 68 m3 concrete caps C 25/30 LP
ca. 8 t rebar B500 b caps
4 pcs elastomer bearings
approx. 15 m road crossing
approx. 54 m filling bar railing (h=1.30m)
approx. 54 m filling bar railing (h=1,00m)
approx. 410 m2 waterproofing layer made of waterproofing membrane
approx. 240 m2 mastic asphalt protection layer
c) New building Bw Milser Bach
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1 psch techn. processing
1 psch construction site setup, clearance
produce approx. 700 m3 excavation pit
fill approx. 400 m3 excavation pit
ca. 27 m precast STB frame C 40/50
4 pcs. wing structures as prefabricated part (partly, in conjunction with frame element)
approx. 10 m3 reinforced concrete caps C 25/30 LP
ca. 27 t rebar B500 b (precast parts and caps)
approx. 30 m bar railing (h=1,00m)
approx. 110 m2 sealing layer made of waterproofing membrane
approx. 110 m2 concrete protection layer