Case Studies
Mar 26, 2019

Forensic Investigation of a Wide Culvert Reconstruction Failure

Publication: Journal of Pipeline Systems Engineering and Practice
Volume 10, Issue 3

Abstract

A growing number of large culverts in the national transportation network are in poor condition. Often, aging infrastructures carry heavy traffic through urban corridors. Either after failure or for replacement, reconstruction must occur rapidly to minimize service disruption. In some cases, new materials are used and uncommon construction practice is followed. The I-88 culvert crossing of Carrs Creek in Sidney, New York completely collapsed during record flooding. Rapid construction using expanded polystyrene (EPS) geofoam blocks as lightweight fill enabled partial reopening of I-88 in less than 3 months of closure. Shortly after reopening of the roadway, rapid and continuing settlements became evident. The roadway was again rebuilt using lightweight aggregates as structural fill above the culvert following complete removal of the geofoam blocks. This investigation of the rapid construction failure reexamines the findings and recommendations of a prior study of the failure. Alternative conclusions and suggestions for improving rapid construction practice with geofoam are presented utilizing the I-88 failure as an example in retrospect.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

Funding for the investigation was provided by USDOT Region 2 University Transportation Research Center (UTRC). Matthew Barendse of NYSDOT was helpful in providing information about the prior study of the I-88 failure. Shelter Enterprises. of Cohoes, New York cosponsored the investigation and provided test samples. The authors gratefully acknowledge their assistance.

References

Anasthas, N., D. Negussey, and S. Srirajan. 2001. “Effect of confining stress on compressive strength of EPS geofoam.” In Proc., 3rd Int. Conf. of EPS Geofoam. New York: Syracuse Univ.
ASTM. 2013. Standard guide for use of expanded polystyrene (EPS) geofoam in geotechnical projects. ASTM D7180/D7180M-05. West Conshohocken, PA: ASTM.
ASTM. 2017. Standard specification for rigid cellular polystyrene geofoam. ASTM D6817/D6817M. West Conshohocken, PA: ASTM.
Birhan, A. 2014. “Effect of confinement and temperature on the behavior of EPS geofoam.” Ph.D. thesis, Dept. of Civil and Environmental Engineering, Syracuse Univ.
Birhan, A., and D. Negussey. 2014. “Effects of confinement on the stress-strain behavior of EPS geofoam.” In Proc., Ground Improvement and Geosynthetics, Geo-Shanghai, ASCE Geotechnical Special Publication No. 238, 536–546. Reston, VA: ASCE.
Elragi, A. F., D. Negussey, and G. Kyanka. 2000. “Sample size effects on the behavior of EPS geofoam.” In Proc., Soft Ground Technology, ASCE Geotechnical Special Publication No. 112, 280–291. Reston, VA: ASCE.
Liu, C. 2015. “Stress-strain behavior by image analysis, mixed density and pre-strain effects of EPS geofoam.” M.Sc. thesis, Dept. of Civil and Environmental Engineering, Syracuse Univ.
Liu, C., and D. Negussey. 2018. “Effects of installation of different density geofoam and continuous vertical gaps.” In Proc., 5th Int. Conf. on Geofoam Blocks in Construction Applications, edited by D. Arellano, A. Özer, S. Bartlett, and J. Vaslestad, 239–250. Cham, Switzerland: Springer.
Negussey, D. 2002. Slope stabilization with geofoam. Syracuse, NY: Geofoam Research Center, Syracuse Univ.
Negussey, D., A. Birhan, C. Liu, S. Singh, and L. Andrews. 2014. Investigation of the Carrs Creek geofoam project. New York: Univ. Transportation Research Center.
Negussey, D., and M. Jahanandish. 1993. “Comparison of some engineering properties of expanded polystyrene with those of soils.” Transp. Res. Rec. 1418: 43–50.
Negussey, D., and A. W. Stuedlein. 2003. Geofoam fill performance monitoring. Salt Lake City: Utah Dept. of Transportation.
NYSDOT (New York State Department of Transportation). 2009. NYSDOT, 2006–2007 Emergency structure replacement report. Albany, NY: NYSDOT.
NYSDOT (New York State Department of Transportation). 2015. Guidelines for design and construction of EPS fill as a lightweight soil replacement. Albany, NY: NYSDOT.
NYSDOT (New York State Department of Transportation). 2018. “New York State Department of Transportation: NYS highway bridge data.” Accessed February 26, 2019. https://www.dot.ny.gov/main/bridgedata.
Sheeley, M. 2000. “Slope stabilization utilizing geofoam.” M.Sc. thesis, Dept. of Civil and Environmental Engineering, Syracuse Univ.
Singh, S. T. 2016. “Pressure reduction on wide culverts with EPS geofoam backfill.” M.Sc. thesis, Dept. of Civil and Environmental Engineering, Syracuse Univ.
SRBC (Susquehanna River Basin Commission). 2007. June 2006 flood: A summary of the flood and performance of the Susquehanna flood forecast and warning system. Harrisburg, PA: SRBC.
Srirajan, S. 2001. “Recycled content and creep performance of EPS geofoam in slope stabilization.” M.Sc. thesis, Dept. of Civil and Environmental Engineering, Syracuse Univ.
Sun, M. C. 1997. “Engineering behavior of EPS geofoam and lateral pressure reduction in substructures.” M.Sc. thesis, Dept. of Civil and Environmental Engineering, Syracuse Univ.

Information & Authors

Information

Published In

Go to Journal of Pipeline Systems Engineering and Practice
Journal of Pipeline Systems Engineering and Practice
Volume 10Issue 3August 2019

History

Received: Mar 24, 2018
Accepted: Oct 22, 2018
Published online: Mar 26, 2019
Published in print: Aug 1, 2019
Discussion open until: Aug 26, 2019

Permissions

Request permissions for this article.

Authors

Affiliations

D. Negussey, M.ASCE [email protected]
Professor, Dept. of Civil and Environmental Engineering, Syracuse Univ., 151 Link Hall, Syracuse, NY 13244-1190 (corresponding author). Email: [email protected]
Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Syracuse Univ., 151 Link Hall, Syracuse, NY 13244-1190. Email: [email protected]
Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Syracuse Univ., 151 Link Hall, Syracuse, NY 13244-1190. Email: [email protected]
C. Liu, S.M.ASCE [email protected]
Wen-Hsiung and Kuan-Ming Li Graduate Fellow, Dept. of Civil and Environmental Engineering, Syracuse Univ., 151 Link Hall, Syracuse, NY 13244-1190. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share