Aicherpark Bridge, Rosenheim

Rosenheim, Germany
Location
Federal road B15, west bypass Rosenheim, Germany
Client
Road Construction Authority Rosenheim
Planning period
2013 – 2022
Completion
2023
Span widths
44,50 + 103,50 + 44,50 m (sub-structure 1); 14,00 – 31,00 m (sub-structure 2)
Total Length
192,5 m + 460,00 m
overall width
11,65 m-13,65 m
bridge surface
2.233 m² + 9.300 m² (incl. ramps)
SSF Services
Overall construction project: Project planning of engineering structures: basic evaluation, preliminary design (§ 43, Lph 1, 2); Structural engineering of engineering structures: basic evaluation, preliminary design (§ 51, Lph 1, 2); construction documentation (Lph 8); Project management services, construction logistics and operational planning, scheduling, cost update and follow-up, drawings management, client representation, public relations for overall project; Site management, construction supervision, construction management; Sub-structure 2 (BW3.4 crossing Aicherpark and DB railway line): Project planning of engineering structures: draft and final design, preparation of tenders (§ 43, Lph 3, 5, 6); Structural engineering of engineering structures: draft, approval and final design, preparation of tenders (§ 51, Lph 3 – 6); construction documentation (Lph 8)

The western bypass will relieve Rosenheim’s city centre from long-distance traffic on the highly frequented north-south route. The bridge is divided in two sub-structures, TBW1 over Renkenweg road, Mangfall River and Mangfall Canal as well as TBW2 over Georg-Aicherstrasse, Aicherpark, Äußere Oberaustrasse and DB railway installations.  

Sub-structure 1 is a cable-stayed bridge with composite steel pylons built over 3 spans. 

Sub-structure 2 is a composite steel superstructure; a multi-span, continuous deck bridge made of air-tightly welded hollow steel boxes. Alignment and inclination of the substructure are continued at the superstructure by oblique outsides of the ledges and by sloping noise barriers giving the bridge a uniform appearance. The in total 28 support areas are designed as three box-shaped abutments with maintenance walks made of reinforced concrete and 25 piles as concrete individual supports and reinforced concrete supports with steel hammer head.

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