Hudson Terminal

Hudson Terminal

Company type	Private
Industry	Transportation, Real estate
Founded	1908
Founder	Hudson Companies
Defunct	1971
Fate	Demolished to build World Trade Center
Headquarters	Lower Manhattan, New York City , United States
Area served	New York City metropolitan area
Products	Rapid transit station, office space

Hudson Terminal was a combined rapid transit hub and office tower complex located in the Radio Row district of Lower Manhattan, New York City. Opening between 1908 and 1909, the facility consisted of a terminal station for the Hudson & Manhattan Railroad (H&M) alongside two 22-story office skyscrapers featuring three basement levels. This development occupied a two-block area bordered by Greenwich, Cortlandt, Church, and Fulton Streets, which later became the site of the World Trade Center.

The terminal included five tracks and six platforms that accommodated H&M trains traveling to and from New Jersey through the Downtown Hudson Tubes beneath the Hudson River. The twin office towers—the Fulton Building to the north and the Cortlandt Building to the south—were designed in Romanesque Revival style by James Hollis Wells of Clinton and Russell. The basement floors housed a retail concourse, an electrical substation, and baggage handling facilities. At its peak, the complex managed up to 687,000 passengers daily, exceeding the volume at Pennsylvania Station in Midtown Manhattan.

The office towers were inaugurated first as the largest office buildings globally at that time, followed by the opening of the terminal station. H&M prospered until financial difficulties emerged mid-century, leading to bankruptcy. In 1962, ownership transferred to the Port Authority of New York and New Jersey, which rebranded the system as Port Authority Trans-Hudson (PATH). Demolition of Hudson Terminal began in 1971 to clear space for the World Trade Center; PATH operations were relocated to the new World Trade Center station. While the structures were dismantled by 1972, remaining portions of the station were removed during redevelopment efforts following the September 11 attacks.

Planning and construction

The Hudson Companies was established in January 1905 with the goal of completing the Uptown Hudson Tubes, a tunnel connecting Jersey City, New Jersey to Midtown Manhattan, New York City, which had seen intermittent construction since 1874. The firm also proposed building the Downtown Hudson Tubes, including a station at Jersey City's Exchange Place and a terminal with office buildings in Lower Manhattan, later known as Hudson Terminal. This announcement triggered a surge in property acquisitions near where Hudson Terminal would be situated.

In December 1906, the Hudson and Manhattan Railroad Company was formed under William Gibbs McAdoo to operate the Hudson & Manhattan Railroad (H&M). The network linked three major railroad terminals along the western Hudson River waterfront: Hoboken, Pavonia, and Exchange Place. Significant passenger volumes between New Jersey and Lower Manhattan justified this connection, with transit hubs centered on Exchange Place in Jersey City and an area south of New York City Hall in Manhattan. Factors influencing site selection for the Lower Manhattan terminal included lower construction costs and property values west of Broadway, alongside stronger transit connections and fewer existing structures.

Land purchases commenced in December 1905 across two blocks bounded by Greenwich Street, Cortlandt Street, Church Street, and Fulton Street. To maintain sightlines from Hudson Terminal, some low-rise buildings on Cortlandt Street were acquired. The Wendel family opposed selling their property valued at $75,000 but ultimately lost their legal challenge. By May 1906, H&M had secured most of the land—approximately —at an average price of . The New York Times anticipated this development would encourage industrial relocation from New Jersey into Lower Manhattan.

Excavation for the office towers started in early 1907, with foundation columns installed by May. Due to saturated soil conditions and proximity to the Hudson River, a cofferdam was erected around the site—five times larger than any previously constructed cofferdam. Despite a downturn in Lower Manhattan real estate transactions during this period, substantial office space development continued unabated. The entire project was finalized at a cost of $8 million (equivalent to $ million), with ownership transferred to H&M Railroad upon completion.

Inauguration and utilization

By April 4, 1908, occupants began moving into the towers. The northern office structure was initially known as the Fulton Building, while the southern one was called the Cortlandt Building, each named after the streets they bordered. The H&M terminal commenced operations on July 19, 1909, coinciding with the opening of the Downtown Tubes. This integrated rail terminal and office complex represented a pioneering development on a global scale.

Demand for office space surged, with occupancy nearly reaching full capacity by 1911. In 1912, McAdoo refuted speculations that H&M intended to expand by purchasing nearby low-rise properties. The terminal swiftly gained favor among commuters from New Jersey. Annual passenger numbers exceeded 30 million by 1914 and almost doubled to over 59 million within eight years. Various alterations were implemented after completion, including smaller annexes appended to the office buildings during the early to mid-20th century.

In 1949, a connecting passageway was inaugurated linking the terminal to the Independent Subway System’s Chambers Street station. Constructing this tunnel posed significant engineering challenges due to its position above the H&M tunnels and its need to circumvent existing infrastructure.

Initial tenants included railroad companies, U.S. Steel, and New York City’s general post office departments relocated from older sites. These prominent occupants utilized more than one-third of the buildings’ combined 309,000 square feet. The upper stories housed exclusive dining clubs: the Downtown Millionaires Club in the Cortlandt Building and the Machinery Club in the Fulton Building. The terminal’s post office functioned until 1937 before services were transferred to a new adjacent annex. During the 1960s, several federal government agencies leased substantial portions of space within these buildings.

Decline and dismantling

H&M ridership experienced a steep decline from 113 million passengers in 1927 to just 26 million by 1958, largely due to new automobile tunnels and bridges spanning the Hudson River. The company filed for bankruptcy in 1954. Although New Jersey sought Port Authority intervention, the agency initially regarded the railroad as financially unsustainable. In 1958, investment firm Koeppel & Koeppel proposed acquiring the terminal buildings for $15 million amid H&M’s restructuring.

Ultimately, Port Authority assumed control of H&M as part of plans for the World Trade Center development. Originally intended for Manhattan’s East River waterfront, opposition from New Jersey led Port Authority executive Austin J. Tobin in 1961 to suggest relocating the project to Hudson Terminal in exchange for New Jersey’s consent. By January 1962, both states agreed to transfer H&M operations to Port Authority, rebrand it as PATH, and construct the World Trade Center on the outdated Hudson Terminal site. This plan encompassed a new PATH station and a public plaza replacing the former structures.

Construction on the World Trade Center began in 1966, featuring a slurry wall designed to prevent Hudson River water infiltration. Work progressed around active Downtown Tubes tunnels. Hudson Terminal station ceased operations on July 2, 1971, for a brief three-day transition period before its replacement—the World Trade Center PATH station—opened on July 6, 1971. Prior to demolition, the vacant Cortlandt Building served as a site for fire safety trials in early 1972. The entire Hudson Terminal complex was dismantled by year-end.

After opening of the new station, segments of Downtown Tubes between Hudson Terminal and World Trade Center stations were decommissioned and repurposed as loading docks for buildings 4 and 5 World Trade Center along Church Street. The original PATH station was destroyed during the September 11 attacks; its final remaining element—a cast-iron tube embedded within the original World Trade Center foundation—was removed in 2008 during construction of the new complex.

Railroad station

The terminal accommodated both H&M trains and the Pennsylvania Railroad, which operated on H&M tracks through an interoperability agreement. The construction was managed by chief engineer Charles H. Jacobs along with deputy chief engineer J. Vipond Davies. Situated two stories below street level, the terminal featured five tracks numbered 1 through 5 from east to west, served by four island platforms and two side platforms. Each track utilized a Spanish solution configuration, enabling passengers to disembark on one side and board from the opposite side, thereby minimizing conflicts between boarding and alighting travelers. The station's dimensions were approximately wide and long.

Because of the terrain in Lower Manhattan, H&M was unable to construct a "stub-end" terminal with tracks running west to east terminating at bumper blocks. Instead, the Hudson Terminal was designed as a balloon loop that connected both Downtown Tubes, with trains entering from the south and exiting to the north. Positioned perpendicular to the tubes, the station incorporated sharp curves with track radii of at both ends. The eastbound tunnel passed beneath Cortlandt Street, while the westbound tunnel ran two blocks north under Fulton Street.

Platforms and tracks

The station was built with five tracks in anticipation of additional Hudson River tunnels near the Downtown Tubes; plans included two terminal tracks per tunnel pair, with a fifth track intended for operational flexibility. Although these extra tunnels were never realized, several subway tunnels were constructed close to the Hudson Terminal complex. Track 5, located furthest west, was reserved for baggage trains and classified as an "emergency" track. Its adjacent platform was dedicated to baggage handling, coal delivery, and ash removal related to the buildings' power plant. The eastern side platform (track 1) along with island platforms between tracks 2/3 and 4/5 served passengers disembarking only, whereas island platforms between tracks 1/2 and 3/4 were designated for boarding. The station was engineered to accommodate full trains carrying up to 800 passengers every 90 seconds, matching the maximum throughput of the Downtown Tubes.

Each platform extended in length, sufficient for eight cars measuring each. Platform widths varied according to expected passenger volume: boarding platforms were wider than those for alighting and were at least twice as wide as the train itself. The eastern side platform measured wide (for alighting only), while the island platform between tracks 4/5 was wide due to limited utilization of track 5; the remaining three island platforms were each wide serving standard passenger operations. To optimize pedestrian flow from congested points such as the Brooklyn Bridge, engineers carefully designed ramps and staircases—providing six stairways from each alighting platform and four from each boarding platform.

Platforms featured predominantly straight edges except at their extreme ends to reduce gaps between trains and platforms; this straight section spanned . Unlike other loop stations like City Hall and South Ferry on the New York City Subway system—which have curved platforms that present safety hazards—this design improved passenger safety. Illuminated departure indicators displayed train destinations on every platform, which was uniformly illuminated by incandescent lighting fixtures.

Adjacent Infrastructure

The station's tunnels were originally designed to accommodate a planned but never realized northern extension to the 34th Street–Herald Square station on the New York City Subway. Completion of this extension would have increased the Hudson Terminal station's train handling capacity threefold. However, these tunnel segments were taken out of service during the construction of the World Trade Center station approximately 0.2 miles to the west. Situated beneath Greenwich Street, the World Trade Center station was aligned northwest, in contrast to Hudson Terminal’s orientation along Church Street, and was built to handle ten-car trains. To connect the tubes to this new station, extensive jughandle curves were employed due to its longer platform length, looping around the Hudson Terminal’s approach tracks. Sections of tunnel east of Greenwich Street were later converted into loading docks serving 4 and 5 World Trade Center.

At both extremities of the loop, each featured a loading gauge adequate for a single train. The clearance between train car bottoms and rail tops measured 6 feet 2 inches, while tunnel floors lay 3 feet 6 inches beneath rail level. The design of the single tubes in the Downtown Tubes enhanced ventilation through the piston effect: trains moving through pushed air forward toward ventilation shafts and drew air in behind them. Moreover, fans installed at Hudson Terminal boosted airflow, further improving ventilation within the station.

Interconnections

When first operational, Hudson Terminal buildings provided direct transfer points to the IRT's Sixth Avenue elevated at Cortlandt and Church Streets and to the Ninth Avenue elevated at Cortlandt and Greenwich Streets. The connection to the Sixth Avenue Line station, which opened in September 1908, was accessed via an elevated walkway extending from the third floor of the Cortlandt Building. In 1932, the Independent Subway System introduced the Hudson Terminal station on its Eighth Avenue Line, though it remained operationally distinct from the H&M terminal. Although plans existed for a passageway linking the IND Chambers Street station with the H&M terminal, a direct connection was not established until 1949.

Office Towers

Above the H&M station rose two Romanesque-style office towers, each standing 22 stories tall, designed by James Hollis Wells of Clinton and Russell, constructed by George A. Fuller, and engineered structurally by Purdy and Henderson. Located on what would later become the World Trade Center site, these buildings predated and exceeded in size and function what would become the original World Trade Center complex. At a time when skyscraper architecture faced criticism for excessive mass and density, Hudson Terminal’s twin-tower design represented an approach to optimize expensive urban real estate while maximizing office space atop transit infrastructure.

The towers occupied nearly an entire city block bordered by Cortlandt Street to the south, Church Street to the east, and Fulton Street to the west, with smaller buildings lining Greenwich Street on the western edge. Individually known as the Fulton Building (north) at 50 Church Street and the Cortlandt Building (south) at 30 Church Street, together they were referred to as the Church Street Terminal. The two structures were separated by Dey Street, which remained open due to municipal regulations prohibiting street closures.

Form

Alongside 49 Chambers, the Hudson Terminal towers were pioneers in the city's skyscraper development, utilizing an H-shaped layout with internal light courts to brighten office interiors. Initially, the combined property spanned about . The Fulton Building occupied nearly , while the Cortlandt Building covered close to . By the middle of the 20th century, additional annexes expanded the total lot size to .

Both structures exhibited comparable architectural plans: the first three floors featured parallelogram-shaped layouts, while floors above adopted the H-shaped configuration. Light courts were positioned facing north and south, with principal corridors extending eastward from Church Street. The Cortlandt Building’s light courts measured , whereas those in the Fulton Building were . Roof heights reached , with small pitched towers on the Church Street facade rising to .

Facade

Indiana limestone clad the facades beneath the fifth-floor cornice, with brick and terracotta materials used above. Initially intended to have triple-height Doric columns supporting the roof cornice, the final version employed polished granite and limestone for the four lowest stories, incorporating glass-filled bays at street level. The upper six floors featured light-colored terracotta and tall arches spanning three stories. Due to differing dimensions, the Fulton Building presented eighteen bays along Church Street and nineteen on Dey Street; in contrast, the Cortlandt Building had twenty-two bays on Church Street and twenty on Cortlandt Street.

A pedestrian bridge linked the two buildings over Church Street at the third-floor level, followed by a second connection at their 17th floors added in 1913 shortly after completion.

Features

Construction utilized approximately 16.3 million bricks, 13,000 lighting fixtures, 15,200 doors, 5,000 windows, and 4,500 tons of terracotta. Additionally, there were 1.3 million square feet of partitions and 1.1 million cubic feet of concrete floor arches installed. Extensive plumbing systems, steam piping, wood baseboards, picture moldings, conduits, and electrical wiring were incorporated throughout.

Structural features

The steel framework required more than 28,000 tons supplied by the American Bridge Company. The Fulton Building’s structural design supported a load of 200 psf total (95 psf dead load plus 105 psf live load), while the Cortlandt Building was engineered for a total of 160 psf (85 psf dead load and 75 psf live load). Columns were constructed to withstand stresses ranging from 11,500 to 13,000 psi.

Floor construction consisted of reinforced concrete slabs laid between I-beams filled with cinder concrete and finished with yellow pine. Steel frames were enclosed using terracotta tile, brickwork, and concrete. I-beams rested upon columns or plate girders; instead of traditional wind braces, riveted flanges provided lateral stiffness equivalent to girder depth.

Interior

The complex housed 39 elevators capable of moving up to 30,000 passengers daily—17 passenger elevators plus one freight elevator in the Fulton Building and 21 elevators within the Cortlandt Building. Twenty-two elevators operated express from lobby level to the eleventh floor; others serviced all lower floors. Three elevators connected to an underground concourse but were reserved for emergency use only.

Together offering approximately 877,900 square feet of rentable space—some leased by H&M Railroad—the Fulton and Cortlandt Buildings ranked among the largest office complexes worldwide by floor area. Each floor contained roughly 44,000 square feet of office space; specifically, Fulton offered about 18,000 square feet per floor while Cortlandt provided around 26,000 square feet. The towers could accommodate up to 10,000 occupants distributed across roughly 4,000 individual offices. At street level, expansive glass-enclosed shopping arcades exceeded notable European counterparts in both scale and variety.

Basements

Beneath the office towers lay three subterranean levels. The first basement contained a shopping and waiting concourse situated just below street level. The second basement accommodated the H&M train platforms, while the third and deepest level housed the baggage room, electrical substation, and the engine and boiler facilities for the substation. The city's Rapid Transit Railroad Commission required that the H&M platforms be constructed at a depth sufficient to allow for future north–south subway lines, mandating tunnel roofs to be positioned at least below street surfaces.

Access to the first basement was provided by four cement ramps—two each from Cortlandt and Fulton Streets. Plans for ramps from Dey Street were replaced by two bluestone staircases instead. Each ramp or staircase terminated with a large clock designed by Karl Bitter, accompanied by a steel and glass canopy that extended over the sidewalk. Hudson Terminal's maximum capacity reached 687,000 daily users, exceeding Pennsylvania Station's intended capacity of 500,000.

Facilities

The first basement concourse featured ticket counters, waiting areas, and retail outlets arranged within an expansive space characterized by open pedestrian zones. Its flooring consisted of white terracotta accented with colored mosaic strips; walls and columns were finished with plaster wainscoting topped by white terracotta. A dropped ceiling concealed various utility pipes and electrical wiring.

Baggage operations supported trains on Track 5 through two freight elevators transporting luggage from Dey Street to either the western platform or the baggage room on the third basement level. An additional four elevators carried baggage from this room to both ends of each island platform. Freight elevators had a capacity of , while those serving island platforms ranged between , facilitating smooth baggage movement across five tracks. Other basement amenities included an H&M training facility, employee break rooms, an ice production plant, hydraulic elevator pumps, a power generating station, and battery storage.

The electrical substation was equipped with two rotary converters dedicated to railroad power and four rotary converters supplying building electricity, all located underground near Church Street. Electrical power arrived via an 11,000-volt AC transmission line from the Hudson and Manhattan Railroad Powerhouse in Jersey City and was converted on-site into 625 volts DC for train operation and 240 volts DC for office use.

Substructure

The foundation work of the complex was carried out by O'Rourke Engineering and Contracting Company. Due to track placement on the second basement level, the foundation framing was irregular, incorporating a cofferdam five times larger than previously comparable constructions.

Excavation involved drilling 51 pneumatic caissons between , averaging a depth of , necessitating underpinning of all adjacent buildings. These reinforced concrete caissons featured thick walls. Bedrock was found as deep as beneath Church Street. Within the cofferdam area, 115 circular and 32 rectangular pits were excavated to support steel columns weighing up to , each designed to bear loads of . Excavation extended down to the second basement across much of the site, with sections of the third basement reaching bedrock level. Overall, manual digging removed of soil while caisson drilling accounted for an additional .

At the Hudson Terminal station platform, main girders measured in depth with flanges; flooring consisted of Portland cement concrete slabs approximately thick. Platform columns were spaced roughly every . Some girders were unevenly spaced due to railroad platform arrangements on the second basement level. Massive triple distributing girders encased in concrete supported both the Fulton and Cortlandt Buildings. Above the mezzanine, Dey Street was spanned by plate girders and I-beams forming a "skeleton platform" roughly by , engineered to carry loads up to . In total, the substructure incorporated of concrete along with of structural steel.

Noteworthy Events

Over the course of its operation, the complex encountered multiple significant incidents. Within one year following the 1909 inauguration of the office tower, a fatality occurred when an individual fell from a window in the Fulton Building; comparable deadly falls were reported again in 1927 and 1940. In 1915, authorities discovered a bag containing explosives powerful enough to demolish several buildings of Hudson Terminal’s scale inside the terminal. Elevator mishaps also took place: in 1923, two individuals sustained minor injuries due to a descending elevator accident, while in 1925, a woman lost her life after becoming trapped between the shaft door and the floor. In 1962, Taylor S. Gay, an executive from Phillips Petroleum, was fatally shot within the terminal.

The H&M station was also the site of several accidents. In 1937, a five-car train collided with a wall, resulting in injuries to 33 passengers. Another incident in 1962 involved a collision between two H&M trains, causing injuries to 26 people.