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Length 1,380 Feet (main suspension span)
310 feet (main lift Span)
383 feet (main Truss Span)
13,820 feet (Total Bridge and approaches)
Constructed:
1929-1936
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This 2000
photo shows the Triborough Bridge suspension span (I-278) heading from
Queens toward the Bronx, prior to reconstruction. The deck on the main
suspension span was replaced between 2002 and 2004. (Photo by Jim K.
Georges.)
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On January 9, 2008, New York State Governor Elliot
Spitzer announced his proposal to rename the bridge the Robert F. Kennedy
Memorial Bridge, in honor of the former New York Senator Robert F. Kennedy |
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NOT ONE
BRIDGE, BUT MANY: The Triborough
Bridge is not simply a single span, but rather is a complex comprised
of three long-span bridges, a number of smaller bridges and viaducts,
fourteen miles of approach highways and parkways, parks and
recreational facilities, and administrative offices for the Triborough
Bridge and Tunnel Authority. To appreciate the magnitude of the
project, it can only be viewed in its entirety from above.
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Plans for
connecting Manhattan, Queens and the Bronx were first announced by
Edward A. Byrne, chief engineer of the New York City Department of
Plant and Structures, in 1916. While its construction had been long
recommended by local officials, the Triborough Bridge did not receive
any funding until 1925, when the city appropriated funds for surveys,
test borings and structural plans.
By that time, alternative plans had surfaced from Gustav Lindenthal,
who did not want to spoil the view of his nearby Hell Gate Bridge.
Instead of constructing what he called a "suspension bridge of cheap
pole and washline architecture," Lindenthal suggested adding a second
deck to his Hell Gate railroad bridge to carry five lanes of
automobile traffic. The alternative plan also called for two spurs:
one to East 102nd Street to provide direct access to Central Park, and
another at East 116th Street. While he did not immediately call for a
spur at East 125th Street - he believed that the area was already too
congested - one was planned for construction at a later date.
PICKING UP WHERE
THE STOCK MARKET CRASH LEFT OFF: On
October 25, 1929, Mayor Jimmy Walker broke ground on the Triborough
Bridge. This date later proved significant, as it was just one day
after the "Black Thursday" that helped trigger the Great Depression.
The initial $5.4 million allocated by New York City for construction
of the new bridge - most of which went to condemnation awards and
counsel fees - had already been spent before the Ward's Island piers
had been built.
With its coffers depleted by the ensuing Depression, the city
abandoned work on the bridge early in 1930. That summer, President
Herbert Hoover created the Reconstruction Finance Corporation (RFC).
At the suggestion of Mayor Walker, Senator Robert Wagner applied for a
$37 million to construct the Triborough Bridge. However, Joseph McKee,
a fiscal conservative who took over as acting mayor when Walker left
under a cloud of investigation, blocked the RFC application because he
considered it a confession of municipal bankruptcy.
Work on the Triborough Bridge was at a standstill through 1932, when
New York City Parks Commissioner Robert Moses persuaded Governor Al
Smith to resume its construction. Moses sought a way for Bronx and
Westchester residents to reach his Long Island parks without driving
through Manhattan streets. He planned to construct new approaches -
the Grand Central Parkway, the East River Drive, the Major Deegan
Expressway and Southern (Bruckner) Boulevard - to the bridge from all
three boroughs. When he asked the original project's chief engineer
where the approaches were to be built, he was surprised to hear that
no such plans had been developed.
At that time, Moses was busy constructing parkways throughout the rest
of New York City and Long Island. In the belief that the Triborough
Bridge was essential to maintain a unified parkway system, Moses
sought permission to control the independent agency charged with
construction of the bridge.
In 1933, Mayor Fiorello LaGuardia appointed Moses as the chairman of
the Triborough Bridge Authority. President Franklin D. Roosevelt
granted the new authority a $37 million loan, making the bridge the
first project in New York City to earn approval from the new
Federal-level Public Works Administration (PWA). Seeking a clear break
from the Tammany Hall corruption of the past, LaGuardia said the
following to the press:
We are going to
build a bridge instead of patronage. We are going to pile up stone and
steel instead of expenses. We are going to build a bridge of steel,
and spell steel "s-t-e-e-l" instead of "s-t-e-a-l." The people of the
City of New York are going to pay for that bridge, and they are going
to pay for it in tolls after its completion.
Before construction on the Triborough Bridge resumed, Moses employed
the services of famed bridge designer Othmar Ammann. At that time,
Ammann had held the position of chief engineer at the Port of New York
Authority for seven years.
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LEFT:
The Triborough Bridge suspension span between Queens and Ward's
Island, as shown under construction in 1934. (Photo by New York
State Department of Parks and Historic Preservation.) RIGHT: Work
continues on hoisting the deck and installing the suspending
cables in 1935. (Photo by Triborough Bridge and Tunnel Authority.)
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THE
SUSPENSION SPAN: The original
plans for the Triborough (Hell Gate) suspension span were devised
by Arthur I. Perry under the direction of the New York City
Department of Plant and Structures. Two steelwork towers that
recalled the dual-arched Gothic design of the Brooklyn Bridge
towers, and four suspension cables were to support a dual-deck,
16-lane roadway.
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When
Ammann took over the design of the bridge, he tried to employ as
much of Perry's design as possible while cutting costs
considerably. The redesign eliminated one deck, leaving a single
eight-lane, truss-stiffened deck. The two 5,500-ton steel towers
were redesigned to allow for the scaled-back dimensions, but were
fitted into the already constructed foundations. Finally, two
suspension cables were to be used for the single roadway deck.
Ammann's redesign saved at least $10 million from original cost
estimates.
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The
two 3,104-foot-long suspension cables support the 1,380-foot main
span some 135 feet over the turbulent Hell Gate between Astoria,
Queens and Ward's Island. Each cable contains 37 strands of 248
cold-drawn galvanized steel wires, each one less than 0.2 inch in
diameter. Cast-iron saddles atop the towers, each adorned with
30-foot-tall architectural lanterns, absorb cable movements caused
by load and temperature changes, and transfer them to the towers.
Deviating from convention, Ammann used a cable-bent post at the
anchorages: as the cables enter the anchorage nearly horizontal to
the ground, they abruptly shift to a 45-degree angle. Part of the
bridge's dead and live load is transferred to the ground through
the strut post of the cable-bent, while the remainder of the force
is sent through the anchorages. |
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Although he used a 20-foot-deep stiffening truss throughout the
structure, Ammann utilized a series of 96-foot-long (the width
between trusses) plate girders that functioned as floor beams.
The raising of the trussed deck began at each tower and
proceeded simultaneously toward midspan and the approach roads.
The roadway is tucked between the top and bottom chords of the
stiffening trusses, partially obscuring the view for motorists.
However, pedestrians and cyclists enjoy an unobstructed view
along walkways cantilevered over the water from the top chord of
the stiffening trusses.
The towers reflected newer design and construction conventions
than those originally proposed by Perry. Simple geometry and
uncluttered lines characterized Ammann's new design. The four
93-foot vertical posts between the legs of the towers are
strictly ornamental. (These posts are held in place by a
horizontal strut at mid-height.) The tops of the towers, as with
the ornamental lightposts on the bridge, reflected the Art Deco
skyscraper aesthetics of the era. All tower sections were
fabricated off-site, and were hoisted into place by a single
crane at each site.
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The
Hell Gate suspension span of the Triborough Bridge, as shown in
this 1941 photo looking toward Astoria, Queens. (Photo by
Library of Congress, Prints and Photographs Division, Marion
Post Wolcott Collection, LC-USF33-031252-M5.)
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THE
LIFT SPAN: Moses originally
proposed that the Manhattan arm of the Triborough Bridge be
constructed at East 103rd Street so as to avoid the mental
institutions on Randall's Island. Hw also believed that the East
103rd Street would provide a convenient alternative to the
Queensboro Bridge, which was operating at its design capacity.
However, the East 125th Street location that was previously
procured for the Triborough Bridge was used instead. Moses said
of the location as follows:
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A
tough problem was the 125th Street Manhattan arm of the
crossing. Any child could see that it belonged much further
downtown, at 103rd Street, in a direct line with Queens. This
would have avoided disruption of the Randall's Island
institutions. But the same forces, namely, the Hearst publishing
and real estate interests that had procured the 125th Street arm
in the first place, would probably have stymied the whole
project if we had insisted on 103rd Street. We reluctantly
accepted 125th Street, on the theory that a misplaced arm is
better than no bridge at all.
The single-deck lift span over the Harlem River between
Manhattan and Randall's Island is actually comprised of three
independent truss spans. The main span, a 310-foot-long movable
central truss span, has a fixed clearance of 55 feet, but can be
raised to a position 135 feet above the Harlem River. The
movable deck hangs from the two 210-foot-high towers, whose
design borrows from that of the George Washington Bridge, by 96
wire ropes wound around 15-foot-diameter drums. Flanking the
movable deck are two 230-foot-long fixed truss spans.
With six traffic lanes and two sidewalks, the Harlem River lift
span has a weight of 2,200 tons and a deck area of 20,000 square
feet, making it the largest such bridge in the world when it
opened. However, it was not the heaviest, thanks to Ammann's
efforts to reduce its weight (and thereby its cost). For
example, instead of paving the roadway with concrete, his design
had asphalt planks laid atop steel-plate, road-deck girders.
THE TRUSS
SPAN: Between the Bronx Kills
separating Randall's Island from the Port Morris section of the
Bronx, Ammann designed a three-span steel truss bridge that
carries eight lanes of traffic over a single deck. In its
permanently fixed position, the Bronx Kills truss span provides
55 feet of vertical clearance. Because the Bronx Kills was not
navigable, the Navy ruled that the span could be built as a
fixed structure, but only if it were built so that its central
span could be converted into a lift span if the Kills were ever
made navigable. (In subsequent years, however, much of the Bronx
Kills has been filled in with parkland.)
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The
fixed truss span of the Triborough Bridge over the Bronx Kills,
as shown in this 1941 photo looking toward the toll plaza.
(Photo by Library of Congress, Prints and Photographs Division,
Marion Post Wolcott Collection, LC-USF33-031252-M2.)
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THE
PLAZA AND APPROACHES: The
toll plaza and approaches were an engineering feat unto
themselves. In the plaza proper, where 22 lanes of traffic
converge from the north, south and west, a roadway area of
390,000 square feet (approximately nine acres) is supported by
1,700 concrete columns, and is faced on all sides by a concrete
wall 8,000 feet long. The plaza, which is as large as a railroad
switchyard, contains 70,000 cubic yards of concrete and 5,900
tons of reinforcing steel, more than that used in the towers of
the suspension span. It is surrounded by two concentric circular
ramps designed to eliminate grade crossings and left turns, as
well as to safe, efficient movements inside the toll plaza.
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More
than two and one-half miles of viaduct connecting the three
spans to the boroughs, as well as to each other, were
constructed. The viaducts are supported by steel-plate girders
that rest on concrete piers 60 to 140 feet apart. Steel I-beams
and cross-breams were overlaid with concrete slabs
section-by-section.
THE MAGNITUDE
OF THE COMPLEX: The following
excerpt from Robert A. Caro's The Power Broker provides
some scope into the Triborough Bridge project:
Here was a
project to kindle the imagination… In size, its proportions were
heroic. For all Moses' previous construction feats, it dwarfed
any other single enterprise he had undertaken. Its approach
ramps would be so huge that houses - not only single-family
homes but also sizable apartment buildings - would have to be
demolished by the hundreds to give them footing. Its approaches,
the masses of concrete in which its cables would be embedded,
would be as big as any pyramid built by an Egyptian Pharaoh, its
roadways wider than the widest roadways built by the Caesars of
Rome. To construct those anchorages and to pave those roadways
(just the roadways of the bridge proper itself, not the approach
roads) would require enough concrete to pave a four-lane highway
from New York to Philadelphia, enough to reopen
Depression-shuttered cement factories from Maine to the
Mississippi. To make the girders on which that concrete would be
laid, Depression-banked furnaces would have to be fired up at no
fewer than fifty separate Pennsylvania steel mills. To provide
enough lumber for the forms into which that concrete would be
poured, an entire forest would have to crash on the Pacific
Coast on the opposite side of the American continent… Triborough
was not really a bridge at all, but four bridges which, together
with 13,500 feet of broad viaducts, would link together three
boroughs and two islands.
Triborough was not a bridge so much as a traffic machine, the
largest ever built. The amount of human energy that would be
expended in its construction gives some idea of its immensity:
more than five thousand men would be working at the site, and
these men would be putting into place the materials furnished by
the labor of many times five thousand men; before the Triborough
Bridge was completed, its construction would have generated more
than 31,000,000 man-hours of work in 134 cities in twenty
states. And the size of the bridge is also shown by the amount
of money involved. With $5,400,000 already contributed by the
city and $44,200,000 promised by the PWA (Public Works
Administration), the amount promised for its construction was
almost equal to the combined cost of all the projects Robert
Moses had built on Long Island during the previous ten years.
In an average month, about 1,000 construction workers were at
the site of the Triborough Bridge. However, in the months
leading to the July 1936 deadline, the number of construction
workers swelled to about 2,800.
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A
motorcade led by President Franklin D. Roosevelt opens the
Harlem River lift span in this 1936 photo. (Photo by New Deal
Network.)
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"The
Triborough is not just a bridge nor yet a crossing. It is a
great artery, connecting three boroughs of the city, and
reaching out at its borders into adjacent counties and states.
It is not merely a road for automobiles and trucks, but a
general city improvement, reclaiming dead areas and providing
for residence along its borders, esplanades, play facilities,
landscaping and access to the great new parks." - Robert Moses
(1936)
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OPENING A NEW ERA OF ARTERIAL ACCESS:
The Triborough Bridge opened on July 11, 1936 at a cost of $60.3
million. The new Triborough Bridge Authority, which had its
administrative offices at the Randall's Island toll plaza,
financed $35 million of the construction costs. The bonds were
backed by 25-cent tolls. Federal, state and city outlays
financed the remainder of the costs.
More than 15,000 invited guests were at the dedication ceremony,
at which President Franklin Roosevelt, Mayor LaGuardia and
Commissioner Moses spoke. Moses made the following remarks at
the opening ceremony:
This is a
city of unparalleled natural advantages, most of which have been
neglected. We have never lacked plans. What we have lacked is
elbow grease and execution.
New York is an old community. Dig down anywhere and you will
find the relics and mementos of the early white settlers of the
country - old coins, pipes, substructures and all the evidences
of city growth and change.
Every plot of land has a history, structural, financial and
legal. Every new project runs into endless difficulties and
obstacles, the most serious of which can never be anticipated.
It is for this reason that our planners and the men and women of
vision carry their enterprises beyond the shelves of libraries
and the forgotten files of newspapers.
There is literally nothing new in New York. Everything has been
thought of at one time or another and for every successful
accomplishment, there are scores who claim the paternity for
themselves and their ancestors. I have heard from not less than
a hundred people in the past week, all claiming recognition for
one or another person as the inventor of the Triborough Bridge
and demanding everything from the re-christening of the bridge
to a dozen good tickets to the ceremony.
In the last decade, we have really begun to tackle the problems
of this city and to make it livable, attractive and accessible.
In reclaiming the natural beauties of our waterfronts, in
opening up the avenues by which this great metropolis, which has
justly been called insular, can establish contact with the rest
of the country.
The Triborough is one of these great new arteries. It will soon
be joined by the West Side Development, the Henry Hudson
Parkway, the Marine Parkway, the completed Long Island parkway
system, the Circumferential Boulevard (Belt Parkway), the East
River (FDR) Drive and other great undertakings.
The Triborough is not just a bridge nor yet a crossing. It is a
great artery, connecting three boroughs of the city, and
reaching out at its borders into adjacent counties and states.
It is not merely a road for automobiles and trucks, but a
general city improvement, reclaiming dead areas and providing
for residence along its borders, esplanades, play facilities,
landscaping and access to the great new parks.
During the first year of operation in 1937, approximately 30,000
vehicles per day passed through the Triborough Bridge complex.
In the late 1960's, the toll plaza and interchange at Randall's
Island were both reconstructed to accommodate ever-increasing
traffic volumes.
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This
1999 photo shows the Triborough Bridge suspension span from
Astoria Park in Queens. (Photo by Steve Anderson.)
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THE
LINCHPIN OF AN EXPANDING NETWORK:
Moses intended the Triborough Bridge to serve as a crucial link
not only in the New York City transportation network, but also
between the Long Island state parks and the rest of the U.S.
mainland. Almost immediately after the bridge opened, tens of
thousands of vehicles jammed the Grand Central Parkway en route
to Jones Beach. With congestion building on the Triborough
Bridge and its approaches, Moses immediately advanced
construction on the Bronx-Whitestone Bridge.
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The
Hell Gate and Bronx Kills spans received the I-278 designation
in June 1958. For a brief period in late 1958, a southerly
extension of the I-87 designation was proposed for the span;
I-87 was to continue south along the Brooklyn-Queens Expressway.
This proposal was dropped in early 1959.
CURRENT AND
FUTURE IMPROVEMENTS:
According to the New York State Department of Transportation
(NYSDOT), the entire Triborough Bridge complex carries
approximately 200,000 vehicles per day (AADT) between Queens,
Manhattan and the Bronx. The Hell Gate and Bronx Kills spans of
the Triborough Bridge are part of I-278, the only road that runs
through all five boroughs. The two Hell Gate and Bronx Kills
spans carry eight lanes of traffic between the Bronx and Queens,
while the Harlem River span "spur" carries six lanes of traffic
to 125th Street in Manhattan via Randall's Island.
In 1997, MTA Bridges and Tunnels began a long-term, $550 million
program to rehabilitate the Triborough Bridge. The project,
which is scheduled for completion in 2009, is divided into the
following three phases:
The first phase of the project involves replacing
the roadway deck and barriers from the Randall's Island toll
plaza to the Queens approach, and includes the Hell Gate
suspension span, the Randall's Island-Ward's Island viaduct,
and the Queens viaduct. During this first phase of the
project, the suspender ropes on the main span are being
replaced. The westbound exit ramp from the bridge to 31st
Street was extended along the viaduct, taking out part of the
westbound walkway. Only seven of eight lanes on this span are
open during this phase of the project; four lanes are
available for rush-hour traffic through the use of a moveable
concrete ("zipper") barrier. (The partial collapse of the ramp
from the Bronx-bound I-278 to the Manhattan-bound Harlem River
lift bridge at the Randall's Island toll plaza delayed
construction for six weeks in late 2002. However, since the
collapse happened behind barriers during the course of
construction, the ramp remained partially open.) The roadway
deck replacement on the suspension span and Queens approach
was completed in 2004. The replacement of the deck on the
Randall's Island-Ward's Island viaduct has yet to begin.
The second phase of the project involved replacing
the roadway deck and barriers from the Randall's Island toll
plaza to the Bronx approach, and includes the Bronx Kills
truss span and connecting ramps in the Bronx. Three lanes in
each direction were open during this phase of the project,
which was completed in 2003.
The third phase of the project involves replacing
the roadway deck and barriers from the Randall's Island toll
plaza to the Manhattan approach, and includes the Harlem River
lift span and connecting ramps in Manhattan. This construction
phase began in mid-2004.
The engineering design firm Ammann and Whitney, which was
contracted for the reconstruction project, determined that the
most efficient alternative for replacing the decks was to
utilize different designs for different deck sections. An
orthotropic deck will be used for the suspension span, a precast
deck will be used for the lift and truss spans, and precast
concrete panels will be used for viaduct and approach sections.
More than 1.6 million square feet of deck will be replaced in
this project.
Other sub-projects include the replacing steel and concrete on
the approaches, dehumidifying the anchorages, re-anchoring
additional strands, fitting seismic dampers, replacing the
existing steel median and side with concrete ("Jersey")
barriers, and installing new variable message signs.
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This
1999 photo shows the Triborough Bridge suspension span at
sunset. The Manhattan skyline looms in the background. (Photo by
John Anderson.)
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Construction started:
Opened to traffic:
Total length of approaches (Manhattan-Queens-Bronx):
Cost of original structure:
EAST RIVER SUSPENSION
BRIDGE (I-278)
Length of main span:
Length of each side span:
Length, anchorage to anchorage:
Width of bridge:
Number of traffic lanes:
Height of towers above mean high water:
Clearance at center above mean high water:
Steel used in towers:
Steel used in suspended structure:
Reinforcing steel used in deck:
Number of cables:
Diameter of each of two cables:
Length of each cable:
Diameter of each cable:
Total number of wires per cable:
Total length of wires:
Weight of cables and suspenders:
Concrete used in anchorages:
Concrete used on bridge roadway:
HARLEM RIVER LIFT BRIDGE
(WEST WYE-NYSDOT REFERENCE ROUTE: 900G)
Length of main lift-truss span:
Length of each side truss span:
Length, anchorage to anchorage:
Height of towers:
Clearance of lift span above mean high water:
Clearance of lift span in raised position:
Number of traffic lanes:
Steel used in lift span:
Steel used in side spans and towers:
BRONX KILLS CROSSING (I-278)
Length of main truss span:
Length of approach truss span:
Length, anchorage to anchorage:
Clearance of truss span above mean high water:
Number of traffic lanes:
Steel used in main truss:
Steel used in approach truss span:
Concrete used in piers:
WARD'S ISLAND VIADUCT
Structural steel used:
Reinforcing steel used:
Concrete used in roadway and piers:
RANDALL'S ISLAND INTERCHANGE
Reinforcing steel used:
Concrete used in roadway and piers:
Roadway area:
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October 25, 1929
July 11, 1936
13,820 feet
$60,300,000
1,380 feet
700 feet
2,780 feet
98 feet
8 lanes
315 feet
143 feet
5,500 tons
10,000 tons
17,030 tons
2 cables
20¾ inches
3,104 feet
0.196 inch
9,176 wires
10,800 miles
3,315 tons
133,500 cubic yards
5,600 cubic yards
310 feet
230 feet
770 feet
210 feet
55 feet
135 feet
6 lanes
2,050 tons
4,300 tons
383 feet
1,217 feet
1,600 feet
55 feet
8 lanes
3,000 tons
6,000 tons
13,900 cubic yards
29,500 tons
5,500 tons
117,500 cubic yards
9,500 tons
111,200 cubic yards
390,000 square feet
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Our website is for free information about the triborough bridge
soon to be name Robert f Kennedy Memorial Bridge
Our keywords New, York, bridge, Robert, moses, Kennedy,
memorial, suspension, Queens, Bronx, Manhattan, triborough, city,