| BROOKLYN
BRIDGE Creating Grandeur Against All Odds |
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Built
by a dead man’s dream and a cripple’s dogged determination,
damned by skeptics — Brooklyn Bridge remains an engineering
marvel, probably the biggest and oldest infrastructure project in
bridge construction that is still in use, and it wonders us what
our small hands can do such a miracle when guided by the mighty
mind.
The project was gigantic and so was its construction. It was a battle
of engineering science with nature that took lives of many during
the construction, and the first one to sacrifice was the creator
himself. |
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Any
person who has sentiments, cannot cross this bridge in continuation,
the grandeur and beauty compels him to stop and glance at
it for a while.
- Chandra Bhushan, Architect |
THERE
are older, higher, longer and more unusual spans in the world but
none created the excitement during construction or weathered the
passing of nearly a century with anything like the fame of the Brooklyn
Bridge. It carried its first passengers across the East River in
carriages and on foot but later served for rapid-transit trains
bearing thousands. It was the cause of the designer’s death
and the builder’s permanent paralysis but it still stands
as a functioning, viable monument to vigor and brave men’s
dreams.

Brooklyn
Bridge designed by a German-immigrant John Augustus Roebling
— whose son, Washington A. Roebling after his father’s
tragic death, followed in his footsteps to continue his greatness.
Opened way back in May 1883, the superstructure was New York
City’s greatest and longest of its kind at the time
of completion. Its 6,016 feet length & 6 traffic lanes
along with the pedestrian promenade in the middle would stun
any tourist or native New Yorker! |
In 1860, due to population explosion in New York City and Brooklyn,
it was realized that a bridge was necessary to connect these cities
that are separated by East River. In 1866 New York State Legislature
passed the bill for construction of a bridge over the East River
and New York Bridge Company was formed.
Its genesis is shrouded in rumor, but it is known that John Roebling,
the immigrant German engineer who designed it, was stranded on an
East River ferry for hours one day by an ice pack built up during
the 1852 winter freeze. He was then building a span across the Niagara
gorge but his discomfiture in the ice jam was never forgotten. A
bridge would have to be built there some day, he told himself.
In 1831 Roebling and his brother immigrated to Pennsylvania to farm.
When this venture failed, Roebling accepted the position of Pennsylvania
state engineer. In this position, he surveyed and supervised the
construction of canals, locks, and dams.
New York Bridge Company appointed John Augustus Roebling as its
Chief Engineer on 23rd May 1867. Roebling was born on June 12, 1806,
in Germany. While in school he developed an interest in both metaphysics
and in bridge building. He graduated with a degree in civil engineering
from the Royal Polytechnic Institute of Berlin in 1826.
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This
figure of German immigrant John Augustus Roebling, designer
of the Brooklyn Bridge was created by Sculptor Richard J.
Miller in 1988 commemorating his contributions. This philosopher-engineer
was so strong-willed that he underwent amputation of his
toe without anesthesia |
Roebling went on to erect the Niagara railroad bridge and another
across the Ohio at Cincinnati. His son, Washington, who shared his
profession and his dreams, was interrupted in his work by the Civil
War, but rejoined his father in time to share in the labor and worry
of constructing the Brooklyn span.
Roebling’s Proposal
Roebling proposed that steel wire, rather than the usual iron, be
used; that the span be built as close to City Hall park as possible
and that the structure be not only safe beyond all doubt but esthetically
satisfying. Although the figure seems unrealistic in view of today’s
inflated prices, he estimated the bridge could be built for $7 million.
Invention
that Made all the Difference
In 1841, Roebling invented the twisted wire-rope cable, an invention
which foreshadowed the use of wire cable supports for the decks
of suspension bridges. Six years later he established a factory
in New Jersey for the manufacture of this cable. Because the cable
could support long spans and extremely heavy loads, Roebling quickly
gained a reputation as a quality bridge engineer.
John A. Roebling, appointed on a salary of $8000 per year on May
23, 1867 as ‘Chief Engineer of the Brooklyn Bridge’
remarked in his “Report” to the New York Bridge Company
on September 1, 1867:
Plan and Details of Anchorage, Approaches, Towers, and Steel Cables:
“The contemplated work, when constructed in accordance with
my design, will not only be the greatest bridge in existence, but
it will be the great engineering work of the Continent and of the
age. Its most conspicuous feature - the great towers - will serve
as landmarks to the adjoining cities, and they will be entitled
to be ranked as national monuments. As a great work-of-art, and
a successful specimen of advanced bridge engineering, the structure
will forever testify to the energy, enterprise, and wealth of that
community which shall secure its erection.”
Half
a Km in a Single Span!
The gap between two the two ends to be covered was 1600 ft (almost
half a km) in a single span, so that ships can cross over under
the span while the clear height required was 135 feet. As a chief
engineer of the company, Roebling designed the Cable Suspension
Bridge to meet all these requirements. Roebling then called the
board of consulting engineers after completing his design to examine
his plans, three other engineers from war department also examined
to see whether or not the bridge would be an obstruction to navigation.
By 1869 everything had been approved.
Tragedy
Befalls Perfect Scheme
The scheme was perfect; structurally and architecturally, and
the plans of Roebling were fully endorsed by both, board of engineers
and the government commission. Then fate intervened for the first
time. It would not be the last.
Just two months after the approval on July 9, 1869 while fixing
the location of the tower on Brooklyn side, a boat bashed the
slide where Roebling was standing. Standing on a cluster of piles
at the outboard end of the Fulton Street ferry slip, John Roebling
was measuring to determine precisely where the Brooklyn tower
should stand. He forgot about the ferry. A boat slid into the
slip, nudging the piles against the fender rack. The engineer’s
foot was caught and crushed. Two weeks later he was dead of gangrene
from blood poisoning.
Accomplished
Associate
It was a great setback for this monumental project, realizing
the fact that the Roebling’s cable wire manufacturing company
was the world leader in this technology; his son was anonymously
chosen as his successor. Washington A. Roebling, who had not only
been the accomplished associate of his father in some of his principal
works, but had aided him most efficiently in the preparation of
the designs and plans of this bridge.
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Upon
untimely death of John Augustus Roebling - his son
Washington A. Roebling, stepped into his father’s
shoes to guide construction of the mammoth structure |
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One marvels
at the harmonious relationship between John Augustus Roebling
and Washington Roebling. The father envisioned the need for a
bridge over the East River and designed a structure which time
has proved is correct, safe, and enduringly beneficial to the
community. When he died his son was ready to go forward with his
plans, which were altered but little. They were two individuals
but their minds worked as if governed by a common impulse.
Eight-Storey High Foundations!
The construc-tion of bridge began on 3rd January 1870 and the
site-preparation for Brooklyn side tower started. Two towers of
height 276 feet each (4 storey higher than Qutab Minar) with twin
gothic arches were to be erected at the side of the river. How
will they do it with foundation as deep as 78 feet? It was eight-storey
high foundations with solid concrete!
Digging
via Pressurised Caissons
Digging could not be done along the side of river, as water would
percolate making the digging impossible. To resolve this, caissons
were built for each bank. It is box-structure open from one side,
the open side is put on the ground; workers then go inside from
trap door on the top and work inside this caisson. As digging
proceeds the caisson descends by enormous wait that is put on
it. To stop the water to percolate from ground, enough air pressure
is generated inside the caisson which is airtight structure.
For this project, huge caissons were built for each side.
Using the newly devised caisson to reach bedrock, the workers
plunged into the work of building the towers. It was maddeningly
slow, with progress some- times limited to six inches a week because
of the cement-like bottom hardpan. Young Roebling con. ceived
the idea of blasting inside the compressed air chamber, something
never before tried. First he fired several revolver shots to test
his theory, then tried small explosive charges. Nothing dangerous
occurred, so he went on to heavy charges.
One of his engineers said the scene in the caisson was straight
out of Dante’s Inferno, with half naked men moving in the
dim light, the noise of hammers and drills shattering the eardrums
and smoke from powder charges adding to the Stygian gloom. When
Roebling switched to smokeless powder, just invented by Alfred
Nobel, the work went faster. But not always smoothly. Once the
caisson “blew out,” again the timber roof caught fire
and smoldered for weeks, and once the men managed to shut a hatch
against the waters of the river just in time.

The
Brooklyn pier under construction as the 39th course of masonry
was completed on September 21, 1872 |
Workers were
working under the closed wet cabin that had double the pressure
that we experience normally. Under this extreme pressure nitrogen
gas that is present in atmosphere is dissolved in blood which
is not actually harmful, but sudden release in pressure make this
gas bubble out quickly from body creating a violent pain. Also
the higher pressure drives blood into central part of the body
like brain, spinal cord and bone joints.
Because no one was aware of this fact workers continued to work,
the result was workers were having caisson disease, they had joint
pains and some of them completely paralyzed and soon died. As
Washington A Roebling visited these Caissons occasionally, he
contracted the same disease in May 1872 just after completing
the foundations, however he was managing the project as it was
his father’s dream and he had to accomplish.
Finally, the Brooklyn tower rested firmly on bedrock 44-1/2 feet
below the surface.
The New York tower presented more hazardous prospects. Bedrock
was found seventy-eight feet down, almost twice as deep as at
the other side of the river . The caisson would have to operate
with a pressure of thirty-five pounds per square inch and this
meant that air compression illness, commonly called “the
bends,” would be a ,constant enemy. And there was quicksand
under the silt!
Soon workmen were seized by the horrible cramps of caisson illness.
On April 12, 1872 the first worker died. The number of stricken
rose until a hundred or more were unable to work. Two more sandhogs
died. Then on a summer day that year they carried 35-year-old
Colonel Roebling out of the caisson, paralyzed for life.
Construction
Parameters
Depth of Brooklyn caisson - 44'-6" feet below mean high tide,
bearing on consolidated materials (bedrock at 90 feet)
Design weight supported by Brooklyn Caisson - 80,000 tons
Thickness of top of Brooklyn wooden caisson - 15 feet of yellow
pine.
Brooklyn caisson launched from Greenpoint shipyard (5 miles North)
- 19 March 1870
Launching Size of Brooklyn Caisson - 168' x 102' x 141/2'
Launching Weight of Brooklyn Caisson - 3000 tons
Holes in the top of the Brooklyn caisson -
(2) water shafts
(2) man shafts
(2) supply shafts
Pipes for gas, air and water.
Weight necessary to sink caisson - (3) courses of tower masonry

With Pier-construction over,
strenuous task of positioning of supporting cables began |
Methods
of Excavation
Shovel, pick, wheelbarrow, steel bar stone breakers, winches and
ten ton hydraulic jacks, eventually blasting after a serise of
experiments conducted in the caisson by Washington Roebling
Initial rate of caisson excavation and lowering - 6 inches per
week
Workforce on Brooklyn Tower - 360
Maximum air pressure in Brooklyn Caisson - 23 psig
Height achieved by stones and mud from “Big Blowout”
in Fall 1870 - 500 feet
Granite and Brick
After the foundations, the towers were erected. The specifications
were changed from brick and stone masonry to granite and brick
to make structure sturdier. The towers were fascinating and many
people were visiting to see these gigantic structures across the
East River. Two workers fell from these towers while construction
and died instantly.
Cabling:
The Tough Challenge
After completing the towers four main cables had to be put in
place across the span that would ultimately hold the bridge deck.
The cables were made of 19 strands and each of these strands was
having 258 wires of 3.2mm thick each, making cable almost 16 inches
thick. Each cable extending from one anchorage to other was having
320 km of wire. Very meticulously each wire was put from one end
to another and then wrapped finally.
Obviously, a wire cable large enough to help sup- port a bridge
with its great weight plus the burden of the vehicles on it could
not be lifted to the tower tops or strung across a river. It had
to be fashioned, small wire by small wire, until it reached the
desired strength. This means that first there must be what were
called traveler ropes suspended over the river to hold flimsy
platforms on which men could work bonding the wires into a cable.
In the summer of 1876 a great reel of rope was anchored at the
Brooklyn end, then rolled on a reel placed on a scow. The scow
was towed to the Man- hattan side, paying out rope as it went.
The traveler rope sank to the river bottom, out of the way of
ships and boats. Then a hoisting engine lifted the rope over the
New York tower, taking up the slack until the rope emerged from
the water and was pulled high in the air above the cross.
Other ropes followed, but not before E. F. Farrington, chief carpenter,
rode across the single strand in a boatswain’s chair while
thou- sands of spectators held their breath, wept or cheered.
Whistles blew, bells rang, ferry boats stopped in midstream to
give passengers a better view, and when Farrington touched down
on the Manhattan side he was mobbed by the hysterical crowds.
He had been the first across the Niagara gorge and across the
Ohio. Now he was a hero in an age that could not yet dream of
a
John Glenn or a Neil Armstrong.
Catwalks were built under the traveler ropes and the work of spinning
the cables began. One by one, wires were drawn from the Brooklyn
end on a travel. ing wheel, up the eastern tower, sinking in a
graceful curve over the river, over the Manhattan tower and down
to the anchorage on that side. Each wire was continuous from end
to end.

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Cabling
finally completed: The 85' feet deck weighing 6000
tons was built with steel-structure resting on the
main four cables through 1520 suspenders and 400 diagonal
stays. The arches of the two towers through which
the roadways ran were, in fact, inspired by the majesty
of ancient Gothic cathedrals |
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From the
ground or from a boat on the water, the four cables from which
the bridge is suspended appear only as large black lines against
the sky. But each one is made to bear an incredible load. The
workmen fed the wires, one by one, across the river until they
had nearly 300. Then these were tied together, without twisting,
into a single strand. Each wire was gal- vanized (coated with
zinc) to fight the corrosion of salt air from the ocean. Each
strand was also protected. Finally nineteen strands were tied
together to fash- ion one finished cable. In other words, each
of the four main cables consists of about 5,700 individual steel
wires.
Cabling was indeed a dangerous task, people were working on phobias
height; any error could be fatal. Once, while taking each wire
one by one from one end to other, accidentally one wire slipped
and cable went into the river chopping off one of the workers
head. Till this stage more than a dozen workers died. Tough site
conditions were becoming the greatest challenge and further to
increase the humiliation of this team of 600 workers, another
setback hit the project.
Supervising
from Death-Bed near Window
Washington A Roebling’s health was getting worse, he was
not able to move now, he was almost paralyzed, partly blind, deaf,
and mute. He now not able to supervise the project at site took
his bed along the window in Brooklyn where he could see the bridge
and managed the rest from there.
Rare example of untiring devotion
to the husband’s cause - - wife, Emily Roebling became
the surrogate Chief Engineer for the bridge and continued
the work of her departed husband. |
His wife
Emily was liaisoning the project now and brought messages to the
work site from his bed side. Emily Roebling became the surrogate
Chief Engineer for the bridge and continued the work of her husband.
She learned higher math and engineering through “on-the-job”
training.
Extra
Strength
Someone quarreled with the John Roebling theory of extra strength.
This concept had led to the placement of extra heavy steel trusses
so that locomotives and heavy steel cars could eventually use
the bridge. New York newspapers seized upon this aspect of the
construction as an excuse to excoriate the crippled engineer in
articles and editorials.
Washington Roebling knew that added strength would mean the span
could carry the heavier loads which he foresaw would inevitably
come in the future. He supported his father’s design, which
was based on an extra margin of safety.
An example of this was the placing of wire stays radiating downwards
from tower tops to bridge floor. Most bridges then, and many built
long after, rely only on their cables which support the bridge;
they use smaller cables suspended vertically from the four supporting
strands. Roebling, the elder, wanted this method fortified by
another.
He ran strong steel stays from each tower, like spokes of a wheel.
Each stay was the hypotenuse of a triangle formed by the stay,
the tower and the bridge floor structure. He saw them not only
as an added measure of strength and rigidity-he said they could
support the bridge even if the cables failed-but also as an esthetic
addition to the beauty of the structure.
To guard against the forces of possible gales and hurricanes,
Roebling’s design also called for steel trusses to keep
the bridge from buckling. It was the cost of these portions that
angered curbstone superintendents.
Brooklyn
Bridge Construction Accidents
Was
it a nature’s curse? Some of the worst accidents of
the bridge construction happened during the cable rigging.
In June of 1878, a cable strand secured at the New York
anchorage broke loose during adjustment. The strand flew
over the New York tower and into the East River, taking
off the top of one rigger’s head and knocking another
off the anchorage along the way. Another rigger was guiding
wire onto a drum.
He kicked at it to keep it in line, and his foot was caught.
His leg was wrapped around the drum, killing him almost
instantly. Several others died due to falls or falling equipment.
At least three men died of the bends (caisson disease) during
the caisson work. A couple of men were crushed by blocks
being swung into place. All told, roughly 27 people died
during the construction of the Brooklyn Bridge. |
The New York
Times criticized the “stupidity” of the designer for
using so much steel and, without benefit of any scientific evidence
to support its case, asserted that the extra weight would cause
the whole span to collapse. A prominent engineering magazine refuted
the paper’s accusation but its voice was unheard and unheeded
in the storm of criticism.
The public outcry did not abate. The crippled Roebling submitted
a scientific defense showing that the cables would support four
times the anticipated total dead and live weight. Still the howling
and dire warnings persisted.
The 85' feet deck weighing 6000 tons was built with steel-structure
resting on the main four cables through 1520 suspenders and 400
diagonal stays. The bridge had two lanes on either side with elevated
pedestrian way in the centre.
Finally, the bridge was completed on 24th May 1883 2.00 PM. The
bridge at many times seemed impossible due to nature’s curse,
shattered all records for suspension bridges of the day. It was
500 feet longer than the largest suspension bridge and extended
6000 feet from end to end.
In spite of Roebling’s inability to supervise the work,
his wife did excellent effort, she was so involved in the project,
that she was the first person to ride across the span during the
opening ceremony while president Chester Arthur and New York Governor
Grover Cleveland followed Mrs. Roebling. This was the greatest
gratitude that the citizens could give to the Roebling family.
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The
article has been prepared by CBS Team. Excerpts taken from various
sources and compiled. With permission from CBS Forum. www.cbsforum.com
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