Nyct's 207th St Yard Floodwall

- Organization:
- Deep Foundations Institute
- Pages:
- 8
- File Size:
- 8409 KB
- Publication Date:
Abstract
Over seven years ago, on October 29, 2012, Superstorm Sandy pummeled the Northeast of the United
States inflicting heavy damage on New York City Transit’s (NYCT) system. Since then, NYCT has
been methodically rehabilitating and hardening its assets to upgrade service and prevent future impacts
caused by similar devasting storm surges. Part of these resiliency efforts, NYCT’s 207th St Yard Project
is one of many projects that make up the Sandy Repair and Flood Mitigation Program. The work to be
performed on the 207th Street Project includes building a perimeter Floodwall along the Harlem River,
extending up 215th Street and 9th Avenue with the intent of having the ability to withstand a 500 Year
Storm flooding event. The original 1,535 lineal feet of the marine side floodwall design consisted of
937 each W40x235 H-Piles continuously welded to PS 27.5 flat sheet to form an interlocked and
composite steel seawall that would protect the NYCT 207th Yard from a storm surge of the Harlem
River. However, after the Contract was awarded and a Notice to Proceed was issued, Walsh
Construction Company II (WCCII) partnered with Mueser Rutledge Consulting Engineers (MRCE) to
propose a redesign of the marine wall section as a Value Engineering Change Proposal (VECP). This
VEP redesign is comprised of 279 each 54in Diameter Steel Pipe Piles that are interconnected with
continuously welded PZ 35 sheet piles interlocks. The intent of the VEP was to provide a cost savings
that could be shared by both parties as well as alleviate some constructability and alignment control
concerns that WCCII had expressed to NYCT. The VEP allowed WCCII to substantially lower the
total cost which was shared between NYCT and WCCII.
Citation
APA:
Nyct's 207th St Yard FloodwallMLA: Nyct's 207th St Yard Floodwall. Deep Foundations Institute,