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Deep Foundation Design and Construction Challenges ...
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Contract 3 of New York State’s Hunts Point Access Improvement Project reconstructed and reconfigured ramps, expressway connections, and a pedestrian bridge in a constrained Bronx urban corridor. Foundation construction had to avoid imposing additional stresses on a century-old NYCT tunnel and an existing retaining wall beside the Amtrak corridor.<br /><br />Subsurface conditions consisted of variable fill, silt and clay, glacial deposits, decomposed bedrock, and competent schistose rock, with bedrock roughly 20–43 feet below grade. Designers selected rock-socketed micropiles and drilled shafts to meet structural demands while accommodating limited access, low headroom, and nearby infrastructure. Micropiles supported several ramps and mainline structures, including foundations within retaining-wall backfill. Their effects on the wall were assessed against existing loads, and ramp embankment surcharges were included in foundation analyses.<br /><br />Near the subway tunnel, drilled shafts were fitted with oversized isolation casings extending through the tunnel’s influence zone. This allowed the shafts to transfer axial loads into rock below the zone while limiting lateral load transfer to the tunnel. Micropiles and shafts were also axially load-tested to verify rock-socket bond resistance. Designers visually inspected rock sockets, and a guide-collar system helped control drilled-shaft position and verticality where tight clearances made oversizing impractical.<br /><br />The project demonstrates how tailored foundation systems, structural and geotechnical analysis, testing, and construction controls can address complex urban conditions while protecting existing infrastructure and maintaining active traffic.
Keywords
Hunts Point Access Improvement Project
New York State
Bronx infrastructure
rock-socketed micropiles
drilled shafts
NYCT tunnel protection
retaining wall
Amtrak corridor
glacial deposits
urban bridge reconstruction
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