Demolition of a 65‐year‐old box‐girder prestressed concrete bridge located in Northern Sweden

Abstract A new bridge was built in Kalix, northern Sweden, to replace an existing prestressed concrete box‐girder bridge that had been in service for over 60 years. The old bridge had a total length of 283.6 m divided into five spans: 43.9 m, 47.0 m, 94.0 m, 47.0 m, and 43.9 m. It was constructed us...

Full description

Bibliographic Details
Published in:ce/papers
Main Authors: Daescu, Cosmin Al, Gonzalez‐Libreros, Jaime, Wang, Chao, Elfgren, Lennart, Sas, Gabriel
Format: Article in Journal/Newspaper
Language:English
Published: Wiley 2023
Subjects:
Online Access:http://dx.doi.org/10.1002/cepa.2745
https://onlinelibrary.wiley.com/doi/pdf/10.1002/cepa.2745
id crwiley:10.1002/cepa.2745
record_format openpolar
spelling crwiley:10.1002/cepa.2745 2024-06-02T08:12:09+00:00 Demolition of a 65‐year‐old box‐girder prestressed concrete bridge located in Northern Sweden Daescu, Cosmin Al Gonzalez‐Libreros, Jaime Wang, Chao Elfgren, Lennart Sas, Gabriel 2023 http://dx.doi.org/10.1002/cepa.2745 https://onlinelibrary.wiley.com/doi/pdf/10.1002/cepa.2745 en eng Wiley http://creativecommons.org/licenses/by/4.0/ ce/papers volume 6, issue 5, page 229-234 ISSN 2509-7075 2509-7075 journal-article 2023 crwiley https://doi.org/10.1002/cepa.2745 2024-05-06T07:05:04Z Abstract A new bridge was built in Kalix, northern Sweden, to replace an existing prestressed concrete box‐girder bridge that had been in service for over 60 years. The old bridge had a total length of 283.6 m divided into five spans: 43.9 m, 47.0 m, 94.0 m, 47.0 m, and 43.9 m. It was constructed using the balanced cantilever method with segments having lengths of around 3.0 m. The need for replacement arose from recommendations extracted from an assessment of the old bridge's state and capacity. In addition to the construction of the new bridge, its replacement necessitated the creation and evaluation of demolition procedure for the existing bridge. This procedure had to be carefully designed to avoid damaging the new bridge and stability‐related issues but also to prevent debris from falling into the Kalix River, which is part of a Natura 2000 protected area. This paper discusses various issues considered while developing the demolition strategy, including the use of bed‐rock anchored tendons, intermediate support fixing at specific locations, and proper evaluation of position of the demolition equipment supported by the bridge, among others. The problem of disposing of the demolished material is also discussed. Article in Journal/Newspaper Northern Sweden Wiley Online Library Kalix ENVELOPE(23.156,23.156,65.853,65.853) ce/papers 6 5 229 234
institution Open Polar
collection Wiley Online Library
op_collection_id crwiley
language English
description Abstract A new bridge was built in Kalix, northern Sweden, to replace an existing prestressed concrete box‐girder bridge that had been in service for over 60 years. The old bridge had a total length of 283.6 m divided into five spans: 43.9 m, 47.0 m, 94.0 m, 47.0 m, and 43.9 m. It was constructed using the balanced cantilever method with segments having lengths of around 3.0 m. The need for replacement arose from recommendations extracted from an assessment of the old bridge's state and capacity. In addition to the construction of the new bridge, its replacement necessitated the creation and evaluation of demolition procedure for the existing bridge. This procedure had to be carefully designed to avoid damaging the new bridge and stability‐related issues but also to prevent debris from falling into the Kalix River, which is part of a Natura 2000 protected area. This paper discusses various issues considered while developing the demolition strategy, including the use of bed‐rock anchored tendons, intermediate support fixing at specific locations, and proper evaluation of position of the demolition equipment supported by the bridge, among others. The problem of disposing of the demolished material is also discussed.
format Article in Journal/Newspaper
author Daescu, Cosmin Al
Gonzalez‐Libreros, Jaime
Wang, Chao
Elfgren, Lennart
Sas, Gabriel
spellingShingle Daescu, Cosmin Al
Gonzalez‐Libreros, Jaime
Wang, Chao
Elfgren, Lennart
Sas, Gabriel
Demolition of a 65‐year‐old box‐girder prestressed concrete bridge located in Northern Sweden
author_facet Daescu, Cosmin Al
Gonzalez‐Libreros, Jaime
Wang, Chao
Elfgren, Lennart
Sas, Gabriel
author_sort Daescu, Cosmin Al
title Demolition of a 65‐year‐old box‐girder prestressed concrete bridge located in Northern Sweden
title_short Demolition of a 65‐year‐old box‐girder prestressed concrete bridge located in Northern Sweden
title_full Demolition of a 65‐year‐old box‐girder prestressed concrete bridge located in Northern Sweden
title_fullStr Demolition of a 65‐year‐old box‐girder prestressed concrete bridge located in Northern Sweden
title_full_unstemmed Demolition of a 65‐year‐old box‐girder prestressed concrete bridge located in Northern Sweden
title_sort demolition of a 65‐year‐old box‐girder prestressed concrete bridge located in northern sweden
publisher Wiley
publishDate 2023
url http://dx.doi.org/10.1002/cepa.2745
https://onlinelibrary.wiley.com/doi/pdf/10.1002/cepa.2745
long_lat ENVELOPE(23.156,23.156,65.853,65.853)
geographic Kalix
geographic_facet Kalix
genre Northern Sweden
genre_facet Northern Sweden
op_source ce/papers
volume 6, issue 5, page 229-234
ISSN 2509-7075 2509-7075
op_rights http://creativecommons.org/licenses/by/4.0/
op_doi https://doi.org/10.1002/cepa.2745
container_title ce/papers
container_volume 6
container_issue 5
container_start_page 229
op_container_end_page 234
_version_ 1800758497419198464