Architectural, construction, engineering and inspection services
Hessen Mobil – Straßen- und Verkehrsmanagement – Fulda | Published January 19, 2016 - Deadline February 17, 2016
Subsequently, the demolition of the existing bridge and the construction of the second part of building is carried out. Information on the portfolio structure: The viaduct was built in 1968 and constructed for the bridge class 60 according to DIN 1072nd Width between the railings: 30.00 m. Founded: abutment, deep foundation with Ortbetonrammpfählen; Piers, shallow foundation. Substructures: The pile caps have been produced over the entire abutment width throughout. The lower portion has been filled with concrete. Superstructure: The connection of the upper belt for remaining cross-section is realized via the welded between the roadway trapezoidal stiffeners bulkhead plates. Stock: The abutment axis A is the fixed point of the building with a total of 6 warehouses, the other pillar axis and the abutment axis H are slidably mounted on a total of 42 roller bearings. Information about the replacement building: The longitudinal slope on the superstructure is 0.70% and the cross slope of 4%. The new superstructure cross-section is organized as follows: TBW 1 outdoor cap: 2.05 m roadway: 12,80 m center cap: 4,0 m TBW 2: Roadway: 12.80 m outer cap: 1,75 m, the total width between railings thus 33,70 m. A geotechnical report is created in the course of planning during the performance period. 2 The traffic under led federal road must be maintained. To protect the flora and fauna is a restricted building area available.