Hudson-Bergen
Light Rail Transit System, Hoboken Segment
Development Team
OWNER: NJTransit, Newark, NJ
DESIGN-BUILD-OPERATE-MAINTAIN CONTRACTOR: 21st Century
Rail Corp., Jersey City, NJ
ARCHITECT: Fox & Fowle Architect, NYC
DESIGN ENGINEER: STV Inc., NYC
GEOTECHNICAL ENGINEER: Muesser Rutledge Consulting
Engineers, NYC
GENERAL CONTRACTOR: Perini/Slattery, a joint venture,
Farmington, Mass.
Soon, commuters who live in and go through New Jersey will
be able to go from one end of the state to the other, due
in part, to extension of the Hudson-Bergen Light Rail Transit
system (HBLRT) from Newport Station to the Hoboken branch
terminus at the southeast corner fo the Hoboeken Regional
Rail Terminal.
To accomplish this task required construction of a rail bridge
over the Long Slip Channel, construction of the Hoboken Light
Rail station itself and construction of an elevated trackway
with a limited right-of-way.
While the Long Slip Channel was designed to include a future
segment of the Hudson Waterfront Walkway, it also contained
a Jersey City combined sewer outfall that could not be impeded
by construction of the light rail segment. Thus, the challenge
was to design a rail crossing with the limited load capacity
of deep, soft soils, while maintaining the combined sewer
outfall and incorporating the Walkway into the rail bridge
design. The solution was constructing of the light rail crossing
using a combination of sheet pile cofferdams, pile-supported
bridge abutments and prestressed concrete beams to avoid compromising
the 100-year-old crib walls of the Channel.
The Hoboken Light Rail station and the New Hoboken Terminal
Substation are supported on 100-year-old marine structures
that include timber cribs with concrete bulkheads, concrete
foundations supported on timber piles and timber-relieving
platforms supported by timber piles. In order to design and
construct the station and substation, it was necessary to
determine the existing conditions, the original design capacity,
the current structural capacity, the location and condition
of the underground structures, the extent of marine bore infestation
and a method of preserving these structures from further deterioration.
To determine the condition of the marine structures, tests
were conducted. These included land-based and marine-based
borings and geotechnical investigations, marine investigations
using divers, remote video investigations of the relieving
platform underside and hand- and machine-dug test piles to
locate existing foundations and utilities and determine the
limits and conditions of the various marine structures. Proof
load tests were also conducted to confirm the bearing capacity
of various buried structures, existing foundations and the
relieving platform. The result was the design and construction
of the station and preservation of the structural integrity
of the existing marine structures.
In addition, construction of the Hoboken Light Rail station
was difficult because it's located adjacent to the National
Register-listed Erie-Lackawanna and Ferry Terminal and within
Hoboken's Southern Historic District. As a result, there were
strict guidelines imposed by the agencies responsible for
the administration and protection of these historic areas.
The satsify all concerned parties, the station's design employs
both the historic and maritime themes of the area in its architectural
and landscapes elements. These themes are carried through
to the design of the platform, plazas and functional elements
of the station.
Because of its location within the confines of a congested
area of Jersey City, most of the Hoboken Segment track work
had to be installed on an elevated structure. The elevated
trackway has a limited right-of-way for construction because
it begins just north of Newport Station in Jersey City, ascends
about 20-ft. at Newport Parkway and continues to 18th Street
in Jersey City where it makes a 90-degree turn to the east
and west on the elevated structure forming a "WYE"
intersection. The solution was to keep the track radii to
under 100-ft. which, while tight,, allows a speed of 10 mph.
In addition, unique double-diamond special track work and
a complex track interlocking were installed to maximize operation
flexibility of the light rail vehicles over the three tracks
that serve the Hoboken Light Rail Station.
The jury praised the project team for "overcoming site
and logistical challenges and for creating a significant transit
link for New Jersey."
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