Chapter
Jul 11, 2017
Coastal Structures and Solutions to Coastal Disasters Joint Conference 2015

Balancing Shore Protection and Public Access Concerns: Engineering a Solution for an AMTRAK Track Realignment

Publication: Coastal Structures and Solutions to Coastal Disasters 2015: Resilient Coastal Communities

ABSTRACT

A plan to re-align the AMTRAK mainline in the Town of East Lyme, Connecticut, threatened to eliminate a public beach and provided an unworkable replacement to an existing elevated boardwalk. At the time, the Town was already engaged in the process of rehabilitating an adjacent 2,900-ft section of the “Niantic Bay Overlook” that directly connected to the elevated boardwalk that the AMTRAK project threatened. Through a cooperative engineering design process, the Town successfully worked with AMTRAK to create a workable solution that upgraded shore protection for the realigned AMTRAK corridor, re-created the public access along the beach, and enhanced existing beach resources. The entire project represents a design that is substantially more resilient to wave and flood damage, as beach width and overlook elevations were revised to reflect more stringent design protocols. The initial phase of the project consisted of AMTRAK’s realignment of the track system, requiring seaward encroachment of the railroad embankment onto the beach. The initial AMTRAK design replaced a wood pile walkway with a sheet pile seawall, armor stone revetment, and beach nourishment along the seaward edge of the railroad embankment. The final phase of the project is presently under construction and consists a 2,900-ft rehabilitation of a failed portion of the existing overlook that previously incorporated a relatively low-lying stone dust walkway fronted by a rip-rap revetment. Due to funding limitations, the revised design required use of as much of the existing overlook materials as practical. The final design consisted of raising the walkway approximately 3 feet by creating a steel sheet pile wall and utilizing the existing undersized rip-rap to stabilize the fronting beach. Where necessary, a full revetment cross-section fronting the sheet pile wall was designed, as well as repairs to the revetment slope between the existing railroad tracks and the reconstructed overlook pathway.

Get full access to this article

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

REFERENCES

Booij, N., Ris, R. C. and Holthuijsen, L. H. (1999), A third-generation wave model for coastal regions, Part I: Model description and validation, J. Geophys. Res. Vol. 104, C4, pp.7649-7666.
Federal Emergency Management Agency (FEMA) (1990). Flood Insurance Study, Town of Waterford, Connecticut, New London County.
Goda, Y. (1985). Random Seas and Design of Maritime Structures. University of Tokyo Press, Japan.
U.S. Army Corps of Engineers (USACE) (1995). Design of Coastal Revetments, Seawalls, and Bulkheads, Engineer Manual EM 110-2-1614. Department of the Army, Washington, DC.
U.S. Army Corps of Engineers (USACE) (2002). Coastal Engineering Manual (CEM). USACE Coastal and Hydraulics Laboratory, Vicksburg, MS.

Information & Authors

Information

Published In

Go to Coastal Structures and Solutions to Coastal Disasters 2015
Coastal Structures and Solutions to Coastal Disasters 2015: Resilient Coastal Communities
Pages: 355 - 364
Editors: Louise Wallendorf, U.S. Naval Academy and Daniel T. Cox, Ph.D., Oregon State University
ISBN (Online): 978-0-7844-8030-4

History

Published online: Jul 11, 2017
Published in print: Jul 11, 2017

Permissions

Request permissions for this article.

Authors

Affiliations

Applied Coastal Research and Engineering, Inc., 766 Falmouth Rd., Suite A1, Mashpee, MA 02649. E-mail: [email protected]
S. Kelley
Applied Coastal Research and Engineering, Inc., 766 Falmouth Rd., Suite A1, Mashpee, MA 02649
Town of East Lyme Connecticut, 108 Pennsylvania Ave., Niantic, CT 06357. E-mail: [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.

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 Paper
$35.00
Add to cart
Buy E-book
$190.00
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 Paper
$35.00
Add to cart
Buy E-book
$190.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share