General Information
| Official designation: | BW 239b |
|---|---|
| Beginning of works: | March 2016 |
| Completion: | September 2017 |
| Status: | in use |
Project Type
| Function / usage: |
Road bridge |
|---|---|
| Material: |
Steel-reinforced concrete composite bridge |
| Structure: |
Half-through arch bridge |
| Support conditions: |
for registered users |
| Support conditions: |
for registered users |
Awards and Distinctions
| 2020 |
entry
for registered users |
|---|
Location
| Location: |
Weibersbrunn, Aschaffenburg (Kreis), Bavaria, Germany |
|---|---|
| Address: | St 2312 |
| Crosses: |
A 3 Motorway (Germany) (1984)
|
| Coordinates: | 49° 53' 26.91" N 9° 24' 30.46" E |
Technical Information
Dimensions
| total length | 108.3 m | |
| bridge surface | 1 250 m² | |
| crossing angle | 157 gon | |
| arch | rise | ca. 30 m |
| span | ca. 58 m | |
| deck | deck depth | 1.32 m |
| deck width | 12.5 m | |
| deck slab thickness | max. 0.37 m | |
| number of lanes | 2 | |
| roadway / carriageway width | 8.00 m | |
| walkway width | 2 x 1.80 m |
Quantities
| hangers | steel for cable-stays | 50 t |
| substructure | structural steel | 440 t |
| concrete volume | 3 200 m³ | |
| superstructure | structural steel | 970 t |
| reinforcing steel | 140 t |
Design Loads
| live load | LM1 (DIN EN 1991-2) |
Cost
| cost of construction | ca. Euro 12 900 000 |
Materials
| arch |
steel
|
|---|---|
| deck slab |
reinforced concrete
|
| abutments |
reinforced concrete
|
| cross beams |
steel
|
| springings |
reinforced concrete
|
| main girders |
steel
|
Notes
The“mono-arch” mostly takes into account to the oblique crossing situation. Thus,the arch structure crosses almost perpendicularly the motorway and diagonallythe superstructure and thus counteracts from a structural and visual point ofview the obliqueness of the bridge. The regularly arranged suspension cablesallow a very slenderly designed bridge deck which unfolds its appeal from everyviewing angle. The superstructure, designed as an oblique girder grid incomposite construction method, could be implemented with a slenderness of l/h =82.0 at a span width of 108.30 m.
Participants
Owner
Client
Object planning
Design
-
SSF Ingenieure AG
- Peter Radl (designer)
Structural engineering
Soil investigation report
Checking engineering
- Robert Hertle (checking engineer)
Steel construction
Concrete construction
Welding checks
Construction supervision
Site supervision
Relevant Web Sites
Relevant Publications
- Brücken und Tunnel der Bundesfernstraßen 2020. Bundesministerium für Verkehr und digitale Infrastruktur, Berlin (Germany), 2020, pp. 23-38.
- (2019): Chronik des Brückenbaus. Presented at: 29. Dresdener Brückenbausysmposium, 11./12. März 2019, Dresden (Germany), pp. 197-208.
- (2018): Monobogen als Tor zum Spessart. Ersatzneubau der Überführung der Staatsstraße 2312 im Zuge der Bundesautobahn A3. In: Stahlbau, v. 87, n. 3 (March 2018), pp. 225-231.
- About this
data sheet - Structure-ID
20075701 - Published on:
22/08/2018 - Last updated on:
06/04/2021
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