TECHNICAL PAPERS
May 1, 1995

Design and Implementation of Repairs to Corrugated Steel Plate Culverts

Publication: Journal of Performance of Constructed Facilities
Volume 9, Issue 2

Abstract

The successful rehabilitation of three corrugated steel plate culverts consisting of 11.28-m-span horizontal ellipses is described. When constructed in 1970, the culverts were the longest-span horizontal ellipse culverts in the world. The original construction is described, with a summary of the discovery and site investigation. The nature of the structural distress and the identification of the cause is discussed. The design of an effective repair is described in addition to the requirements for construction monitoring. Measurements of culvert response are given for pipe excavation and subsequent reburial. Details of the rehabilitation process are provided with a discussion of the structural and backfill design. The total project cost is included.

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References

1.
Duncan, J. M. (1988). “Prediction, design and performance in geotechnical engineering.”Fifth Australia–New Zealand Conf. on Geomech., Institution of Engineers, Australia, 1–12.
2.
Golder Associates. (1987). “Geotechnical investigation and monitoring, Shaw culverts, Elgin Road 45, County of Elgin, Ontario.”Rep. No. 871-3160, London, Ontario, July.
3.
Golder Associates. (1988). “Monitoring programme, Shaw culverts, Elign Road 45, County of Elgin, Ontario.”Rep. No. 871-3160-1, London, Ontario, April.
4.
Moore, I. D.(1987). “The elastic stability of shallow buried tubes.”Geótechnique, London, England, 37(2), 151–161.
5.
Moore, R. G., Bedell, P. R., and Moore, I. D.(1995). “Investigation and assessment of long-span corrugated steel plate culverts.”J. Perf. Constr. Fac., ASCE, 9(2), 85–102.
6.
Moore, W. J. (1988). “Summary of repair process of three failing horizontal ellipsed corrugated-steel plate long span culverts from detection to completion,” 4th Year Civ. Engrg. thesis, Queens University, Kingston, Ontario.
7.
Selig, E. T. (1971). “Soil strain measurements at Kettle Creek culvert.”Tech. Rep., State University of New York at Buffalo, Buffalo, N.Y., Feb.
8.
Selig, E. T. (1973). “Soil strain measurements at Kettle Creek culvert: supplement.”Tech. Rep., State University of New York at Buffalo, Buffalo, N.Y., July.

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Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 9Issue 2May 1995
Pages: 103 - 116

History

Published online: May 1, 1995
Published in print: May 1995

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Authors

Affiliations

R. G. Moore, Member, ASCE
Retired County Engr., 77 Metcalfe St., St. Thomas, Ontario, N5R 3K6, Canada.
P. R. Bedell
Prin., Golder Assoc. Ltd., 500 Nottinghall Rd., London, Ontario, N6K 3P1, Canada.
I. D. Moore, Member, ASCE
Assoc. Prof., Univ. of Western Ontario, Geotech. Res. Ctr., London, Ontario, N6A 5B9, Canada.

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