The Silver Bridge was an eyebar
chain suspension bridge built in 1928 and was named
for the color of its aluminum paint. The bridge
connected Point Pleasant, West Virginia and Gallia
County, Ohio over the Ohio River.
On December 15, 1967, the Silver Bridge collapsed
while it was choked with rush hour traffic,
resulting in the deaths of 46 people. Investigation
of the wreckage pointed to the cause of the collapse
being the failure of a single eye-bar in a
suspension chain, due to a small defect only 0.1
inch (2.5 mm) deep. It was also noted that the
bridge was carrying much heavier loads than it was
originally designed for and was poorly maintained.
At the time of its construction,
bridges of this type had been constructed for
about a hundred years. Such bridges had usually
been constructed from redundant bar links, using
rows of four to six bars, sometimes using
several such chains in parallel. These can be
seen in the Clifton Suspension Bridge, designed
by Isambard Kingdom Brunel. The chain eyebars
are redundant in two dimensions. This is a very
early suspension bridge still in service. Other
bridges of similar design include the earlier
road bridge over the Menai Strait built by
Thomas Telford in 1826; the Széchenyi Chain
Bridge in Budapest, built in 1839-1849,
destroyed by retreating Germans in 1945, and
rebuilt identically by 1949, with redundant
chains and hangers; and the Three Sisters,
similar suspension bridges of redundant design
in Pittsburgh.
The eyebars in the Silver
Bridge were not redundant, as links were
composed of only two bars each, of high strength
steel (more than twice as strong as common mild
steel), rather than a thick stack of thinner
bars of modest material strength "combed"
together as is usual for redundancy. With only
two bars, the failure of one could impose
excessive loading on the second, causing total
failure—unlikely if more bars are used. While a
low-redundancy chain can be engineered to the
design requirements, the safety is completely
dependent upon correct, high quality
manufacturing and assembly.
In comparison, the Brooklyn Bridge, with wire
cable suspension, was designed with an excess
strength factor of six, which proved fortunate
owing to a contractor's substitution of wire
weaker than that specified. (This was discovered
before completion and additional strands were
placed in the bundles.)
The towers were "rocker"
towers. These allow the bridge to respond to
various live loads by a slight tipping of the
supporting towers which were parted at the deck
level, rather than passing the suspension chain
over a lubricated or tipping saddle or by
stressing the towers in bending. Thus the towers
required the chain on both sides for their
support, so failure of any one link on either
side, in any of the three chain spans would
result in the complete failure of the entire
bridge.
At the time of its construction, a typical
family automobile would be the Ford Model T,
with a weight of about 1,500 lb (680 kg). The
maximum permitted truck gross weight was about
20,000 lb (9,072 kg). At the time of the
collapse, a typical family automobile weighed
about 4,000 lb (1,814 kg) and the large truck
limit was 60,000 lb (27,216 kg) or more.
Bumper-to-bumper traffic jams were also much
more common - occurring several times a day,
five days each week.
The bridge failure was found to be due to a
defect in a single link, eyebar 330, on the
north of the Ohio subsidiary chain, the first
link below the top of the Ohio tower. A small
crack was formed through fretting wear at the
bearing, and grew through internal corrosion, a
problem known as stress corrosion cracking. The
crack was only about 0.1 inch deep when it went
critical, and it broke in a brittle fashion.
Growth of the crack was probably exacerbated by
residual stress in the eyebar created during
manufacture. When the lower side of the eyebar
failed, all the load was transferred to the
other side of the eyebar, which then failed by
ductile overload. The joint was now only held
together by three eyebars, and another slipped
off the pin at the centre of the bearing, so the
chain was completely severed. Collapse of the
entire structure was inevitable since all parts
of a suspension bridge are in equilibrium with
one another. Witnesses afterward estimated that
it took only about a minute for the whole bridge
to disappear.
See the videos
above for more detail on the failure modes of
the Silver Bridge.
"Inspection prior
to construction would not have been able to
notice the miniature crack. ...the only way to
detect the fracture would have been to
disassemble the eye-bar. The technology used for
inspection at the time was not capable of
detecting such cracks."
The collapse focused much needed attention on
the condition of older bridges, leading to
intensified inspection protocols and numerous
eventual replacements. There were only two other
bridges built to a similar design, one upstream
at St. Marys, West Virginia and a longer bridge
at Florianópolis, Brazil. They were both closed
immediately, and the St. Marys bridge was
demolished in 1971. Explosive charges were
placed on the main chains, and fired to remove
the structure, although a small truss bridge was
kept to allow access to an island in the river.
The Brazilian bridge remains, but is closed to
traffic. It was built to a higher safety factor.
Modern non-destructive testing methods allow
some of the older bridges to remain in service
where they are located on lightly traveled
roads, while most heavily used bridges of this
type have been replaced with modern bridges of
various types, and as an extra benefit
containing additional lanes.
The new bridge that replaced the Silver Bridge
was named the "Silver Memorial Bridge".
A scale model of the original Silver Bridge can
be seen at the Point Pleasant River Museum, and
there is an archive of literature kept there for
public inspection. The museum also has an eyebar
assembly from the original bridge on display on
the lower ground floor.
The tragedy led to new legislation to ensure
that older bridges were regularly inspected and
maintained, although it did not prevent the
collapse of the Mianus river bridge in 1983
(when 3 drivers died), and the Minneapolis
bridge disaster in 2007, when 13 drivers died.
Ohio University English professor Jack
Matthews wrote a novella, Beyond the Bridge,
written as the diary of an imaginary survivor of
the disaster starting a new life as a dishwasher
in a tiny West Virginia town.
Odd events were purported in the area over
several months before the collapse, including
appearances of a "Mothman." Originally, the
story of Mothman was connected to the
disturbance of the grave of Chief Cornstalk when
the county courthouse was expanded. Later, a
1975 book The Mothman Prophecies by John A. Keel
would connect the Mothman to aliens. The 2002
"based on a true story" movie of the same name
is not set in the 1960s, but in the present day.
Point Pleasant has a Mothman Museum and holds an
annual Mothman Festival.
Photo of the Silver Bridge debris
after the collapse being laid out to
understand the disaster
The
pieces were recovered to clear the
river for water traffic and to
identify the cause
Failed bridge at Pt. Pleasant,
West
Virginia.
Fractured
eyebar member from the Pt.PleasantBridge.The eyebar contained
an initial flaw, due to stress
corrosion, one-eighth of an inch
long.
The eyebar then fractured
in a brittle manner with the crack
extending rapidly from the initial
flaw.The
entire 1700-foot long bridge
collapsed in less than 60 seconds.
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