MTA Second Ave Subway – Tunneling, Geotechnical

Urban provided PMOC services on the Second Avenue Subway (SAS) Phase 1 Project, providing independent feedback on the project status and progress, including the analysis of the project’s scope, budget, and schedule, guidance on management, construction, and quality assurance practices. SAS’s first-phase expansion runs 1.8 miles between 63rd and 96th streets and consists of three new stations — at 72nd, 86th, and 96th streets — plus one upgraded station at 63rd Street.

Tunneling: A tunnel boring machine (TBM) weighing 485 tons and measuring 450 feet long was used to excavate 12,800 feet of twin-track tunnels measuring just over 22 feet in diameter. The three new stations rank among the largest underground excavations in North America, at nearly 64 feet wide, 100 feet deep and 1,600 feet long. The tunnel’s concrete liners were the first in New York City not to use steel-reinforcing bars, instead using steel fibers for flexural reinforcing and crack control, and polypropylene fibers for prevention of explosive spalling in the event of a tunnel fire.

Structural and Geotechnical: Tying a brand new subway line into an existing 100-year-old system is a major endeavor. Ground conditions can vary from the hard rock of Manhattan schist to the soft soils of old river beds and swamps. One challenge involved an area of fractured, weathered rock at the start of the east tunnel that was not discovered despite numerous borings. Ground freezing was determined as the best approach to allow hardrock TBMs to safely pass through, a decision that necessitated adjustments in tunnel sequencing but still kept the project on track. Special measures were taken for acoustics and community engagement.

Client

Federal Transit Administration

MTA Second Ave Subway – Tunneling, Geotechnical

Location

Manhattan, NY

Markets Buildings and Development
Rail and Transit

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