General Information
| Name in local language: | Talbrücke Geigerhaid |
|---|---|
| Official designation: | BW 453a |
| Beginning of works: | March 2016 |
| Completion: | December 2018 |
| Status: | in use |
Project Type
| Structure: |
Double T-section girder bridge |
|---|---|
| Function / usage: |
Motorway bridge / freeway bridge |
| Material: |
Prestressed concrete bridge Structurae Plus/Pro - Subscribe Now! |
| Construction method: |
Span-by-span in-situ casting on falsework |
Location
| Location: |
Parsberg, Neumarkt in der Oberpfalz (Kreis), Bavaria, Germany |
|---|---|
| Address: | A 3 |
| Carries: |
|
| Replaces: |
Geigerhaid Viaduct (1970)
|
| Carries: |
A 3 Motorway (Germany) (1984)
|
| Coordinates: | 49° 10' 49.29" N 11° 42' 15.41" E |
Technical Information
Dimensions
| total length | 212.35 m | |
| span lengths | 29.175 m - 4 x 40 m - 23.175 m | |
| number of spans | 6 | |
| bridge surface | 6 604 m² | |
| number of lanes | 2 x 3 | |
| piles | diameter | 1.50 m |
| superstructure | deck depth | 2.20 m |
| deck width | 31.10 m |
Quantities
| concrete volume | 12 000 m³ | |
| prestressing steel | 170 t | |
| reinforcing steel | 1 270 t | |
| piles | total length of piles | 625 m |
Cost
| cost of construction | ca. Euro 14 000 000 |
Materials
| superstructure |
prestressed concrete
|
|---|---|
| piers |
reinforced concrete
|
| abutments |
reinforced concrete
|
Participants
Owner
Client
Design
Structural engineering
Geotechnical survey
Checking engineering
- Dietrich Oehmke (checking engineer)
Contractor
Construction management
Site supervision
Relevant Web Sites
There currently are no relevant websites listed.
Relevant Publications
- Brücken und Tunnel der Bundesfernstraßen 2019. Bundesministerium für Verkehr und digitale Infrastruktur, Berlin (Germany), 2019, pp. 35-48.
- (2019): Chronik des Brückenbaus. Presented at: 29. Dresdener Brückenbausysmposium, 11./12. März 2019, Dresden (Germany), pp. 197-208.
- About this
data sheet - Structure-ID
20077192 - Published on:
04/04/2019 - Last updated on:
24/01/2020
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