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New York Architecture
Images-New York Bridges Manhattan
Bridge |
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click
here for Manhattan
Bridge gallery |
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Contemporary black and white images on this
page copyright Dave Frieder (
www.davefrieder.com ). Special thanks to Dave Frieder for permission to
use images. |
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architect
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Gustav
Lindenthal,Nichols, Modjeski and
Leon Moisseiff. (designed by Leon
Moisseiff and O.H. Nichols was Chief Engineer. This was
a 3rd design and the towers were similar to the 2nd design by Gustav
Lindenthal. The 1st design was to have parallel wire
cables. That was dropped and the 2nd design by
Lindenthal was to have Eyebars instead. Then the
3rd design reverted back to parallel wire cables. That is the type of
structure we have today. -Dave
Frieder) |
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location
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East River between
Canal Street, Manhattan and Flatbush Avenue, Brooklyn. |
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date
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1901-9 |
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style
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Structural Expressionism |
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construction
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steel |
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type
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Suspension
Bridge |
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data
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| Type |
Suspension |
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Year Opened |
1909 |
| # of Decks |
2 |
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# of lanes/tracks |
7 lanes, 4 tracks |
| Total Length |
6855 ft |
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Main Span Length |
1470 ft |
| Highway/RR |
No Highway #, NYC Subway |
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Misc |
Connects
downtown Brooklyn with Chinatown Manhattan |
| Toll |
None |
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| Comments |
This bridge
has been undergoing a major rebuilding. It has 4 subway tracks,
although only 2 have been open for any given time for the past
decade and will remain so for at least a couple of more years. |
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As seen from Brooklyn |
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.jpg) |
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The Manhattan Bridge under construction in March of 1909 |
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Dave Frieder Gallery.
Copyright Dave Frieder (
www.davefrieder.com ) |
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The Manhattan Bridge is a suspension bridge that crosses the East River in
New York City, connecting Lower Manhattan (at Canal Street) with
Brooklyn (at Flatbush Avenue Extension). It was the last of the three
suspension bridges built across the lower East River, following the
Brooklyn and the Williamsburg bridges. The bridge was opened to traffic
on December 31, 1909 and was designed and built by Polish bridge
engineer Ralph Modjeski with the deflection cables designed by Leon
Moisseiff, who later designed the infamous Tacoma Narrows Bridge in
1940. It has 4 vehicle lanes on the upper level (split between two
roadways), and 3 vehicle lanes, 4 subway tracks, a walkway and a bikeway
on the lower level. The upper level, originally used for streetcars, has
2 lanes in each direction, and the lower level can be one-way in peak
direction or have 2 lanes in one direction and the other in the opposite
direction. It once carried New York State Route 27 and later was planned
to carry Interstate 478. No tolls are charged for motor vehicles to use
Manhattan Bridge.
The original pedestrian walkway on the south side of the bridge was
reopened after sixty years in June 2001. It was also used by bicycles
until late summer 2004, when a dedicated bicycle path was opened on the
north side of the bridge, and again in 2007 while the bike lane was used
for truck access during repairs to the lower motor roadway.
The bridge and I-478
As part of the construction of the Lower Manhattan Expressway, there
were plans to make the Manhattan Bridge Interstate 478 but since this
interstate would have led to a crosstown expressway and the existing
Brooklyn-Queens Expressway, the FHWA said that the first digit should be
even so I-478 was chosen.[1] However, with the cancellation of I-78
through New York City, the spur was dubbed useless.
Manhattan Bridge in film
The Bridge is featured prominently in director Sergio Leone's gangster
epic Once Upon a Time in America. In The Cowboy Way, the two main cowboy
characters chase a B train over the bridge to rescue a friend in grave
danger.
The alien spacecraft that destroys New York in Independence Day makes
its entrance over the Manhattan Bridge.
The bridge is featured prominently in director Peter Jackson's 2005
remake of King Kong. In the 1930s period a very steep, simple ramp is
used by automobiles to access the Bridge in contrast to today's
integrated gradual ramp system into the surrounding roadways.
The bridge is featured in an action traffic scene in the 1973 James Bond
film Live and Let Die along the East River Drive when James Bond's CIA
driver is assassinated by the villain Whisper in a pimpmobile and Bond
has to steer the car through dangerous New York traffic.
The bridge plays a large role in the 1984 Steve Martin romantic comedy
film The Lonely Guy, in which it is a popular spot for Lonely Guys to
commit suicide, and the meeting place for Steve Martin and Judith Ivey.
In Aftershock: Earthquake in New York, a WCBS-TV helicopter flies above
the East River after an earthquake strikes New York City. Both the
Brooklyn and Manhattan Bridges are destroyed.
* 2007's I Am Legend shows the Brooklyn and Manhattan Bridges with their
center spans destroyed. A flashback reveals they were hit by missiles to
stop the exodus from a quarantined Manhattan.
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Built between
1901 - 1909, this 6,855 foot long suspension bridge connects Manhattan
with the Borough of Brooklyn. Like the other three East River Bridges, it
provides access to pedestrians, bicyclists, automobiles and it's one of
three Manhattan bridges to carry trains....In this case it's the B, D
& Q lines. I've read about how this is considered to be one of the
more attractive bridges in the city. There's an ongoing plan to expand on
it's existing pedestiran and bike paths, and complete repair by 2008. It's
estimated that more than 78,000 vehicles crossed the bridge on your
average 1998 day....The bridge's ends are at: Chinatown's Canal Street in
Manhattan and Flatbush Ave in Brooklyn.
PS...Did you know this is the strongest of
the 4 east river crossings?
Should you wish to learn more about this
bridge read the stats
section below or you could visit:
--
nycroads.com (up to the minute info and more on our bridges and roads)
--
Transportation Alternatives
Built of steel, this
two-level suspension bridge is often mistakenly attributed to Gustav
Lindenthal, who submitted a plan for the bridge in 1903 that was rejected
by city leaders for its structural innovations.
The entrance to the bridge on Canal Street is decorated by a grand arch
and flanking colonnades designed by Carrerre and Hastings.
The bridge is 6855 feet (2091 meters) long, with a main span of 1470 feet
(462 meters). The upper level has four vehicular lanes and a pedestrian
walk; the lower level has three vehicular lanes and four subway tracks.
The Manhattan Bridge's steel towers are painted a pleasing dusty blue,
which when combined with the delicate suspension cables make this massive
bridge seem as light and airy as the Brooklyn Bridge seems heavy and
substantial.
Situated between the Brooklyn Bridge and the Williamsburg Bridge, a walk
across the Manhattan Bridge is an excellent opportunity to view all three.
PLANNING
"SUSPENSION BRIDGE NUMBER 3": The
Manhattan Bridge was first planned as a traditional wire-cable suspension
bridge to be used exclusively by trains. In 1892, elevated railway magnate
Frederick Uhlmann proposed this span just north of the present site of the
Manhattan Bridge. The bridge was planned in conjunction with another one
of his proposals, the Williamsburg Bridge. While Uhlmann's railroad bridge
was never constructed, the Williamsburg Bridge was approved in 1895 to
handle mixed traffic.
In 1901, Gustav
Lindenthal, the commissioner of the newly created New York City Department
of Bridges, presented plans for the proposed Manhattan Bridge (originally
called "Suspension Bridge Number 3"), which was to connect the
Bowery and Canal Street in Chinatown with Flatbush Avenue in downtown
Brooklyn. He selected R.S. Buck as the chief engineer of the project.
While he was no relation to Leffert L. Buck, the chief engineer on the
Williamsburg Bridge project, R.S. Buck worked with him as an assistant on
other projects. The project, which had the support of Mayor Seth Low, got
underway on October 1, 1901.
Lindenthal's first proposal called for a hybrid design that featured
design elements from the Brooklyn and Williamsburg bridges. Like the
Williamsburg Bridge, the proposed bridge was to have massive steel towers
and deep stiffening trusses (at 55 feet, they were to be even deeper than
the 40-foot truss of the Williamsburg Bridge). The towers were to be
crowned by minaret-like ornaments. Like the Brooklyn Bridge, the proposed
bridge was to have both vertical suspender ropes and diagonal cable stays.
The influential Municipal Art Commission rejected the proposal.
Two years later, Lindenthal proposed a second design that was radically
different than any previously seen in American bridge design. Instead of
employing a traditional wire-cable suspension design, he designed a
suspension system where the suspenders were connected to steel eyebar
chains by pin connections. Instead of being woven from steel wires, the
cables would consist of four chains of nickel-steel eyebars, which would
be stiffened and braced. Together with the suspenders, the eyebar chains
that connected the towers with the anchorages would help support the deck.
The deck was different also because there would be no deep stiffening
trusses as there were in the deck of the Williamsburg and Brooklyn
bridges. Instead, the stiffening system - the first application of Warren
stiffening trusses on a suspension bridge - was incorporated into the
cables.
The revised design also featured radically different towers. Unlike the
rigid, three-dimensional tower profiles of the Brooklyn and Williamsburg
bridges, the Manhattan Bridge, which features four columns in each tower,
was to have a two-dimensional tower profile. The less rigid design allowed
for greater flexibility, expansion and contraction of both the tower and
the cables, which rest on ornamental saddles atop the towers. The flexible
tower design was the first such application for a suspension bridge.
Serious questions were raised about Lindenthal's revised eyebar suspension
design. George W. Calles, a Canadian engineer writing in Engineering
News, opined that "a chain-bridge is a very ugly thing, excusable
only on the grounds of engineering expediency." More seriously,
Calles raised concerns that it would not be easy to inspect and maintain
the tight connections between the eyebars and the suspenders. He said that
potential cracks could grow to dangerous proportions, threatening the
integrity of the structure.
The battle over Lindenthal's eyebar design and a more conventional design
continued through 1904. However, it may have been politics - not
engineering - that eventually killed the Lindenthal design. The new mayor,
George McClellan, and the Roebling Wire Works (which had an interest in
building a traditional wire-cable design) had political and financial
links to Tammany Hall. With a new mayor in office, Lindenthal was ousted
as bridge commissioner.
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NEW
MANAGEMENT, NEW DESIGN: McClellan's new bridge
commissioner, George E. Best, appointed a new chief engineer,
Othniel Foster Nichols, to oversee construction of the Manhattan
Bridge. Nichols selected a design based on a new theory - deflection
theory - that was developed by Leon Moisseiff, a design engineer
with the Bridge Department.
Deflection
theory stated that the following three opposing forces act on the
deck and suspension cables:
one
downward force caused by the load of the roadway
one force
in one part of the cable, pulling up and to the left
one force
in the other part of the cable, pulling up and to the right
According to deflection theory, suspension bridges are stronger than
they at first were considered, because the curve of in the cables
makes them more efficient in carrying loads than stiffer types of
bridges, allowing bridges to require less material.
Rudolph Modjeski, who worked as chief engineer on a wide variety of
bridges across the country, cooperated with Nichols and Moisseiff to
oversee construction of the Manhattan Bridge. This oversight came to
the fore in wake of the 1907 collapse of the Quebec Bridge.
The two-dimensional towers were among the few surviving features
from the Lindenthal's second design. However, the 322-foot-tall
towers support four main wire-spun cables, each measuring 3,224 feet
long, in a more traditional suspension design. The 21Ό-inch-diameter
main cables were the largest suspension cables employed in bridge
design at the time. Together, the four cables support two decks: the
lower deck originally carrying four vehicular lanes (two lanes in
each direction), flanked by subway tracks on each side, and the
upper deck originally carrying streetcar lines situated above the
subway tracks. The upper and lower decks are carried within a
26-foot-deep stiffening truss, half the depth of the Lindenthal
design.
Other Lindenthal design touches were maintained at the approaches to
the bridge. Carrere and Hastings, the architect team who designed
the New York Public Library lent their talents to Lindenthal for
their design of the anchorages and Manhattan approach. The two
granite-encased anchorages contain arches, buttresses and other
architectural embellishments. A Baroque arch modeled after Porte St.
Denis, a gateway to Paris, frames the Manhattan entrance to the
bridge.
Even as construction progressed under Nichols, Modjeski and
Moisseiff, Lindenthal maintained his grudge against McClellan and
Tammany Hall. He criticized that bridges constructed under Tammany
administrations were characterized by long delays, blown budgets and
political corruption. Eager to portray himself as a reformer, and to
prove Lindenthal's charges wrong, McClellan rushed work on the
Manhattan Bridge. The four main cables were spun over the East River
in a record four months time during 1908.
On December 31, 1909, in what he earlier promised to be his last act
in office, McClellan formally opened the $31 million Manhattan
Bridge. When the bridge opened, the four trolley tracks, four subway
tracks and pedestrian walkway had not yet been completed because a
new city administration had removed mass transit from the control of
the bridge commissioner. In his final technical report, Modjeski
gave the new span "a clean bill of health."
Type of
bridge
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Suspension
Construction
started
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October 1, 1901
Opened to
traffic
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..
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December 31, 1909
Length of main
span
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..
.. 1,470
feet
Length of side
spans
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.... 725 feet
Length, anchorage to
anchorage
......
...
2,920 feet
Total length of bridge and
approaches
..........
.... 6,855 feet
Number of
decks
.... 2
decks
Number of traffic
lanes
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.... 7 lanes (4
upper, 3 lower)
Number of subway
tracks
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.... 2 tracks
Height of towers above mean high water
..........
...
322 feet
Clearance at center above mean high water
.............
..
135 feet
Number of
cables
... 4
cables
Diameter of each of four
cables
..............
...
... 21Ό inches
Length of each of four
cables
.....
.
3,224 feet
Structural
material
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...
Nickel steel
Tower
material
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..
Nickel steel
Deck
material
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....
Nickel steel
Cost of original
structure
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$31,000,000
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contact
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nyc-architecture.com
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