General Information
Project Type
| Structure: |
Double T-section girder bridge |
|---|---|
| Function / usage: |
Road bridge |
| Construction method: |
Span-by-span in-situ casting on falsework |
| Material: |
Prestressed concrete bridge |
| Material: |
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Location
| Location: |
Schwarzenbek, Herzogtum Lauenburg, Schleswig-Holstein, Germany |
|---|---|
| Address: | B207 |
| Coordinates: | 53° 30' 17.64" N 10° 28' 40.86" E |
Technical Information
Dimensions
| total length | 318 m | |
| span lengths | 24.0 m - 9 x 30.3 m - 21.3 m | |
| number of spans | 11 | |
| bridge surface | 4 770 m² | |
| deck | deck width | 15.00 m |
Quantities
| concrete volume | 8 300 m³ | |
| prestressing steel | 127 t | |
| reinforcing steel | 655 t |
Design Loads
| live load | Brückenklasse 60/30 | |
| design code(s) | DIN 1072 |
Cost
| cost of construction | ca. German Mark 15 300 000 | |
| cost of construction per m² | German Mark 3 207 |
Materials
| deck |
prestressed concrete
|
|---|---|
| piers |
reinforced concrete
|
| abutments |
reinforced concrete
|
Participants
Owner
Client
Original design
Architecture
Structural engineering
Checking engineering
- H. Jäckle (checking engineer)
Co-contractor
Relevant Web Sites
There currently are no relevant websites listed.
Relevant Publications
- (1992): Die aktive Verformungskontrolle bei der Überbau-Herstellung der Brücke BW 1 in Schwarzenbek. In: Beton- und Stahlbetonbau, v. 87, n. 8 (August 1992), pp. 193-196.
- Brücken der Bundesfernstraßen 1994. Verkehrsblatt-Verlag, Dortmund (Germany), 1994, pp. 99-109.
- About this
data sheet - Structure-ID
20001137 - Published on:
25/11/2000 - Last updated on:
14/11/2016
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