Search engine for discovering works of Art, research articles, and books related to Art and Culture
ShareThis
Javascript must be enabled to continue!

NYCDOT Builds a Bridge Under a Bridge Under a Bridge in Brooklyn

View through CrossRef
A roadway bridge in a residential Brooklyn neighborhood is an unlikely poster child for the complexity of New York City’s dense web of infrastructure. However, the NYCDOT's reconstruction of the Fifth Avenue Bridge in Bay Ridge, Brooklyn certainly fits the bill: micropiles, H piles, soldier piles, subways, railroads, a petroleum pipeline, an interstate highway viaduct… and about twenty feet of working headroom. This case study addresses the load testing and construction of deep foundations that were employed to support the south integral abutment of the new roadway bridge, which will span 170 feet across active railroad and subway tracks below and replace the existing 106-year-old bridge in its exact location. To maintain two-way traffic at all times, the foundations were constructed from underneath the existing bridge prior to its staged demolition. Working under 12 to 23 feet of headroom, eighteen (18) HP16x183 H-piles, twenty-four (24) 24-inch diameter pipe soldier piles, and thirty-eight (38) hollow-bar micropiles were installed up to 65 feet deep in dense sands. Solutions employed to overcome the challenges of the confined environment without adversely impacting nearby sensitive infrastructure are presented, with particular focus on the H piles and the micropiles. The H piles were driven using a forklift-mounted hydraulic impact hammer and were dynamically load tested. For the micropiles, an alternative hollow-bar bond zone installation method was proposed by the pile subcontractor and subjected to a static load test program.
Title: NYCDOT Builds a Bridge Under a Bridge Under a Bridge in Brooklyn
Description:
A roadway bridge in a residential Brooklyn neighborhood is an unlikely poster child for the complexity of New York City’s dense web of infrastructure.
However, the NYCDOT's reconstruction of the Fifth Avenue Bridge in Bay Ridge, Brooklyn certainly fits the bill: micropiles, H piles, soldier piles, subways, railroads, a petroleum pipeline, an interstate highway viaduct… and about twenty feet of working headroom.
This case study addresses the load testing and construction of deep foundations that were employed to support the south integral abutment of the new roadway bridge, which will span 170 feet across active railroad and subway tracks below and replace the existing 106-year-old bridge in its exact location.
To maintain two-way traffic at all times, the foundations were constructed from underneath the existing bridge prior to its staged demolition.
Working under 12 to 23 feet of headroom, eighteen (18) HP16x183 H-piles, twenty-four (24) 24-inch diameter pipe soldier piles, and thirty-eight (38) hollow-bar micropiles were installed up to 65 feet deep in dense sands.
Solutions employed to overcome the challenges of the confined environment without adversely impacting nearby sensitive infrastructure are presented, with particular focus on the H piles and the micropiles.
The H piles were driven using a forklift-mounted hydraulic impact hammer and were dynamically load tested.
For the micropiles, an alternative hollow-bar bond zone installation method was proposed by the pile subcontractor and subjected to a static load test program.

Related Results

Numerical Simulation of Barge Impact on a Continuous Girder Bridge and Bridge Damage Detection
Numerical Simulation of Barge Impact on a Continuous Girder Bridge and Bridge Damage Detection
Vessel collisions on bridge piers have been frequently reported. As many bridges are vital in transportation networks and serve as lifelines, bridge damage might leads to catastrop...
The City of Brooklyn
The City of Brooklyn
This chapter begins with a civic procession and church ceremony in celebration of the incorporation of the City of Brooklyn that was held on April 24, 1834. It highlights the symbo...
Toward a New Brooklyn
Toward a New Brooklyn
This chapter recounts how the people of Brooklyn celebrated the end of the Civil War and mourned the death of a president in April 1865, which are epochal events in American histor...
Fatigue Characteristics of Long-Span Bridge-Double Block Ballastless Track System
Fatigue Characteristics of Long-Span Bridge-Double Block Ballastless Track System
The key issues in designing ballastless track for high-speed railway bridges are to reduce maintenance and improve track smoothness by understanding fatigue damage characteristics....
Behaviour and design of a double track open timber floor plate girder railway deck steel bridge
Behaviour and design of a double track open timber floor plate girder railway deck steel bridge
This paper discusses the nonlinear behaviour and design of a double track open timber floor plate girder railway deck steel bridge. A 3-D finite element model has been developed fo...
Verification of Bridge Foundation Design Assumptions and Calculations
Verification of Bridge Foundation Design Assumptions and Calculations
The Sagamore Parkway Bridge consists of twin parallel bridges over the Wabash River in Lafayette, IN. The old steel-truss eastbound bridge was demolished in November 2016 and repla...

Back to Top