General Information
| Name in local language: | Neckartalbrücke Heilbronn; Neckartalbrücke Neckarsulm |
|---|---|
| Other name(s): | Neckarsulm Viaduct |
| Beginning of works: | 1965 |
| Completion: | 1967 |
| Status: | demolished (2019) |
Project Type
| Function / usage: |
Motorway bridge / freeway bridge |
|---|---|
| Support conditions: |
for registered users |
| Material: |
Structurae Plus/Pro - Subscribe Now! |
| Material: |
bridge 1: Prestressed concrete bridge |
| Structure: |
bridge 1: Box girder bridge bridge 1: Haunched girder bridge bridge 3: Box girder bridge |
| Material: |
bridge 3: Steel bridge bridge 2: Prestressed concrete bridge |
| Construction method: |
bridge 2: Span-by-span in-situ casting on falsework |
| Demolition method: |
Structurae Plus/Pro - Subscribe Now! |
| Structure: |
bridge 2: Double T-section girder bridge bridge 4: Box girder bridge |
| Material: |
bridge 4: Prestressed concrete bridge |
| Support conditions: |
for registered users |
Location
| Location: |
Neckarsulm, Heilbronn (Kreis), Baden-Württemberg, Germany Heilbronn, Baden-Württemberg, Germany |
|---|---|
| Crossed: |
|
| Carried: |
|
| Part of: | |
| Replaced by: |
Heilbronn Viaduct (A6) (2022)
|
| Coordinates: | 49° 11' 2.86" N 9° 12' 57.08" E |
Technical Information
Dimensions
| total length | 1 326 m | |
| standard span lengths | 36 m | |
| deck | deck depth | 3.00 m |
| deck width | 30.00 m | |
| bridge 1 (Neckardurchstich) | ||
|---|---|---|
| total length | 311 m | |
| span lengths | 80 m - 151 m - 80 m | |
| number of spans | 3 | |
| deck | deck depth | 4.2 - 7.45 m |
| bridge 2 | ||
| total length | 585 m | |
| standard span lengths | 39 m | |
| deck | deck depth | 3.0 m |
| deck width | 29.8 m | |
| on-center distance between girders | 16.25 m | |
| bridge 3 (Neckarbrücke) | ||
| total length | 260 m | |
| span lengths | 138 m - 122 m | |
| number of spans | 2 | |
| bridge 4 | ||
| total length | 160 m | |
| span lengths | 40 m - 2 x 44 m - 37 m | |
| number of spans | 4 | |
| deck | deck depth | 2.10 m |
Materials
| piers |
reinforced concrete
|
|---|---|
| abutments |
reinforced concrete
|
| deck of bridge 1 |
prestressed concrete
|
| deck of bridge 2 |
prestressed concrete
|
| deck of bridge 3 |
steel
|
| deck of bridge 4 |
prestressed concrete
|
Participants
Initial construction (1965-1967)
Owner
Client
Demolition (2019-2020)
Owner
Checking engineering
- Roland Wetzel (checking engineer)
- Tilll Würfel (checking engineer)
- Michael Gleisle (checking engineer)
Demolition engineering
Demolition contractor
Relevant Web Sites
Relevant Publications
- (2020): Abbruch des Neckartalübergangs der A 6. Durchführung von vier unterschiedlichen Techniken. In: Brückenbau, v. 12, n. 1-2 ( 2020), pp. 131-137.
- (1994): Brücken / Bridges. Ästhetik und Gestaltung / Aesthetics and Design. 4th edition, Deutsche Verlags-Anstalt, Stuttgart (Germany), pp. 142.
- About this
data sheet - Structure-ID
20004999 - Published on:
15/09/2002 - Last updated on:
26/01/2022
Structurae cooperates with
