B96 Bridge above the Havel lock in Fürstenberg, accident
approx. 65 m² girder wall with infill made of Stb plates
ca. 500 m³ Bodenabtrag
approx. 350 m³ of soil supply
ca. 130 m³ Concrete
approx. 7.5 t structural steel
approx. 35 t structural steel for substructures Temporary bridge incl. 25 t for steel ear piles
approx. 1 temporary bridge 2-span SpW 31m
approx. 380 m² FSS and STS produce
ca. 380 m² Asphalttragschicht
ca. 470 m² Aspahltdeckschicht
approx. 260 m² paving work with concrete block paving
approx. 5 pcs. street lighting