Reconstruction of the Rethebrücke
Two-winged bascule bridge of steel construction Two separate superstructures for road traffic and port railway           Span width 104m Handling period          2010 - today Our contribution        detail design

                                                                                                                                               

                                   

Talbrücke Nuttlar
Steel superstructure with composite deck, single-lined box girder Installation by incremental launching           Total length              660m (over 7 spans) Main span width        115m           Handling period          2011 - today Our contribution        detail design	(Quelle Fa. Max Bögl)

                                                                                                                                               

                         

Nordumgehung B304
Trauntalbrücke-Traunstein Composite bridge with four close-positioned main girders and tubular steel support, integral design, tubular support is lengthwise attached to the superstructure and fundaments are cantilever. Compilation of columns in main spans as V-pillars with total cantilever           Total length 385 m over 11 spans Handling period  ´   2010 - today Our contribution     due to §42 Lph.4,                                §49 Lph.4 HOAI           Haufertsgraben Composite bridge with integral cantilever tubular steel support System as Trauntalbrücke           Total length 72 m           Handling period      2010 - today Our contribution     due to §42 Lph.4, §49 Lph.4 HOAI

                                                                                                                                               

          

Baumwipfelpfad in Scheidegg Allgäu
Adventure climbing path between tree tops consisting of suspension bridges  and steel structures with timber planking           2 Towers, 14 masts, 17 connecting paths Total length of paths: ca. 550m Height of path (above ground-level) around 25m Highest mast               ca. 40m           Handling period            2010 - today Construction period       2010 - today Our contribution          structural design

                                   

EÜ Dammtordamm
Three trough bridges made of steel with an inclination of rd. 56° Span widths : Superstructure 1: rd. 40,3 m Superstructure 2: rd. 38 m Superstructure 3: rd. 37 m           Handling Period           2011 - today Our contribution          due to §42 Lph. 4, §49 Lph. 4 HOAI

                                                                                                                                               

              

Riedbahnbrücke Mannheim
Arch bridge with suspended composite deck Three parallel arch levels Span width  58,70m           Handling period    2010 - today Our contribution   detail design                         installation engineering

              

Stepenitzbrücke Wittenberge
Arch bridge with suspended composite deck Span width  69m           Handling period    2010 - today Our contribution   detail design

              

Tunnelstrecke Eierberge
2 Arch bridges with suspended deck in connection with the tunnel section EÜ Mainbrücke Wiesen three consecutively placed, two-tracked railway bridges, identical in construction Span width 72m each           Handling period       2010 - today Our contribution      detail design
EÜ Flutmuldenbrücke Wiesen Two-tracked railway bridge Span  88m           Handling period         2010 - today Our contribution       detail design

Brooksbrücke Hamburg (Hafencity)
The Brooksbrücke has been constructed as a steel truss arch bridge with suspended deck and was erected in 1888. Total width 17,30 m; span 44 m           The construction basically consists of a renewal of the carriageway and the pedestrian path with additional mounting of a temporary construction, renewal of corrosion protection for the entire steel construction, the exchange of particular, highly corroded components, the refurbishment of bearings, the refurbishment of abutments, including partial renewal of the chamber walls and a renewal of cables attached to the bridge.                                                 Truss arch bridge with arched plate - concrete deck construction Handling period         2009 - today Construction period    2010 - today Our contribution: refurbishment planning

          

Prinzbrücke Münster
Bridge crossing the DEK Recalculations and planning of safety measures                         Handling period    2007 - today Our contribution: refurbishment planning

                                                                                                                                              
                      

Bornaische Brücke Leipzig
Alternatives analysis for a new substitutional construction Overbridge of a triple carriageway and a two-track metropolitan railway over railway tracks 1. Version: Arch bridge with suspended composite deck 2. Version: steel deck bridge  Span width: 45m Handling period         2009 - today Our contribution       outline planning, recalculations

                                                                                                                                              

                 

Neckarbrücke Zwingenberg
Cable-stayed bridge crossing the Neckar-river           Average span width   121,50 m           Handling period         2009 - today Construction period   2009 - today Our contribution       detail design