Roads and Bridges - Drogi i Mosty
12, 3, 2013, 283-295

Field tests of large-span metal arch culvert during backfilling

Bartłomiej Kunecki Mail
ViaCon Limited Liability Company, Poland
Leszek Korusiewicz Mail
Wrocław University of Technology, Faculty of Mechanical Engineering


Flexible corrugated steel culverts have been used in engineering for many years, with the first application in 1931. Since that time the popularity of such structures has enormously increased. This paper describes full-scale field tests of one of two identical large-span flexible structures (culverts) built on the A-4 motorway in the vicinity of Bolesławiec city in Poland. The culverts serve as a wildlife crossing. The 75 m long structure is a low-profile metal arch with a span of 19.5 m and a rise of 6 m. The tested animal crossing is one of the largest buried structure in Europe. The main goal of the full-scale field tests was to evaluate the behaviour of the culvert in the twin-arch configuration during backfilling. The horizontal and vertical deflections of the arch and strains of the metal plates were measured. The results of the measurements are presented in the form of graphs and tables.


backfilling, culvert deflections, field tests, steel culvert, strains, stresses

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Vaslestad J., Janusz L., Bednarek B.: Konstrukcje z blach falistych do budowy mostów. Materiały Budowlane, 11, 2000, 48-49

Vaslestad J., Madaj A., Janusz L.: Field measurements of long-span corrugated steel culvert replacing corroded concrete bridge. Transportation Research Record: Journal of the Transportation Research Board, 1814, 2002, 164-170

Yeau K.Y., Sezen H., Fox P.J.: Load performance of in situ corrugated steel highway culverts. Journal of Performance of Constructed Facilities, 23, 1, 2009, 32-39

Sargand S., Masada T., Moreland A.: Measured field performance and computer analysis of large-diameter multiplate steel pipe culvert installed in Ohio. Journal of Performance of Constructed Facilities, 22, 6, 2008, 391-397

Flener E.B., Karoumi R.: Dynamic testing of a soil-steel composite railway bridge. Engineering Structures, 31, 12, 2009, 2803-2811

Bednarek B., Czerpak A.: Animal crossing built over A2 motorway in Poland. Archives of Institute of Civil Engineering, tom 1, 2007, 45-51

Janusz L., Bednarek B., Zouhar J., Sana M.: The biggest animal overpass made from CSPS in the world. 11th International Symposium BRIDGES, Brno, 2006

Sillars D.N., Moradkhani H., Tymvios N.: Field investigation of success factors of fish passageways in Oregon. Transportation Research Record: Journal of the Transportation Research Board, 2170, 2010, 9-17

Ebeltoft R., Larsen J.O.: Instrumentation of buried flexible culvert subjected to rockfall loading. Joint International Conference on Computing and Decision Making in Civil and Building Engineering, Montréal, June, 2006

Vaslestad J.: Long-term behaviour of flexible large-span culverts. Transportation Research Record: Journal of the Transportation Research Board, 1231, 1989, 14-24

Janusz L., Madaj A.: Obiekty inżynierskie z blach falistych. Projektowanie i wykonawstwo. Wydawnictwa Komunikacji i Łączności, Warszawa, 2007

Machelski Cz.: Modelowanie mostowych konstrukcji gruntowo-powłokowych. Dolnośląskie Wydawnictwo Edukacyjne, Wrocław, 2008

Kunecki B., Vaslestad J., Janusz L.: Przykłady kształtowania przestrzeni komunikacyjnej z zastosowaniem konstrukcji podatnych – doświadczenia z Polski i Norwegii. Czasopismo Techniczne, Architektura, Politechnika Krakowska, 104, 4-A, 2007, 301-306

Kunecki B., Korusiewicz L.: Laboratory test of a full-scale soil-steel box-type culvert under road loads. Proceedings of the 2007 ASCE Structures Congress, Long Beach, California, 2007

Brachman R.W.I., Moore I.D., Mak A.C.: Ultimate limit state of deep-corrugated large-span box culvert. Transportation Research Record: Journal of the Transportation Research Board, 2201, 2010, 55-61

Korusiewicz L., Kunecki B.: Behaviour of the steel box-type culvert during backfilling. Archives of Civil and Mechanical Engineering, XI, 3, 2011, 637-650

Machelski Cz.: Zmiany promienia krzywizny powłoki mostowego obiektu gruntowo-powłokowego podczas budowy. Drogi i Mosty, 9, 4, 2010, 47-67

Bęben D., Mańko Z.: Badania doświadczalne stalowej powłoki mostu drogowego podczas zasypywania gruntem. Drogi i Mosty, 3, 2, 2004, 15-39

Machelski Cz., Michalski B.: Odkształcenia mostowych konstrukcji gruntowo-powłokowych. Drogi i Mosty, 4, 2, 2005, 91-110

Rowińska W., Wysokowski A., Pryga A.: Zalecenia projektowe i technologiczne dla podatnych konstrukcji inżynierskich z blach falistych. IBDiM, Żmigród, 2004

Machelski Cz.: Sztywność powłok warstwowych obiek-

tów gruntowo-powłokowych. Drogi i Mosty, 10, 4, 2011, 55-78

Field tests of large-span metal arch culvert during backfilling

Kunecki, Bartłomiej; Korusiewicz, Leszek. Field tests of large-span metal arch culvert during backfilling. Roads and Bridges - Drogi i Mosty, [S.l.], v. 12, n. 3, p. 283-295, feb. 2013. ISSN 2449-769X. Available at: <>. Date accessed: 27 Feb. 2024. doi: