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Online edition of India's National Newspaper Sunday, July 08, 2001 |
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Southern States
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Collapse of pier led to mishap: report
By G. Prabhakaran
PALAKKAD, JULY 7. The report of an expert team of the Indian Navy
that investigated into the collapse of the pier of the railway
bridge at Kadalundi, which was submitted to the Chief
Commissioner of Railway Safety, says that the crucial pier had
broken under the weight of the train leading to the accident.
The divers of the expert team led by Lt. Col. T.N. Srikumar of
the Cochin Naval Base, who had videographed and taken photos of
the broken pier, have submitted a diagram giving the `details of
the fractured pier upstream of Kadalundi river on June 30.' This
clearly shows that there was no sinkage of the pier.
The breakage shown in the diagram explains why the girder had
slanted to the left leading to the collapse of the rail coaches
to the left of the bridge (in the direction of movement), leading
to the death of 52 passengers and grievously injuring over 250.
Sources in the Railways said that a detailed probe had brought
out a startling fact of a second breakage. The Commission,
inquiring into the disaster, is learnt to be of the opinion that
one of these breakages was an old one which had escaped the
attention of maintenance engineers of the Railway Civil
Engineering Department. The inquiry has revealed that the
Railways did not have a system of proper inspection for
underwater structure of bridges while the crack above the bridge
(called the super structure) is examined by the gangman upwards
to the Chief Engineer. The sub-structure is inspected by just one
diver and that too once a year irrespective of the quantum of
traffic passing over the bridge, technical experts in the
Railways said.
They said that the pier received a severe jolt each time a heavy
goods train passed over the bridge. Besides, the Railways had not
taken timely action to replace the bridge piers which were made
of cast iron 140 years ago by the British. They said that cast
iron was an outdated material used for piers and these should
have been replaced by steel or RCC material. Sources said that
there were seven more such dangerous bridges in the Palakkad
Railway Division and nearly 70 in the Indian Railways. The
diagram submitted by the Naval team shows that the broken portion
was slanting to one side, indicating that the pier had collapsed
even before the arrival of the ill-fated train.
The experts from the State Forensic Laboratory had stated before
the inquiry commission that there was no hit mark or external
damage on the broken pier. This exposes the claim made by some
civil engineers that some of the train coaches may have fallen
over the pier and caused the breakage. In that case, the pier
would have had huge hit marks and scratches, it is pointed out.
The Director of State Forensic Laboratory, Thiruvananthapuram,
Mr. Vishnu Potty, has also told the Chief Safety Commissioner
(CRS), Mr. R. Rajamani, that his investigations had conclusively
proved that there was no derailment prior to the accident and
that it was the breakage of this pier which has made the girder
above it give way under the weight of the train, causing the
tragedy.
Sources in the Railways said that the regular bridge inspection
was totally lacking. The lone diver who is given the task of
examining the cast iron pier has no proper equipment like
headgear or full lights. The diver is learnt to have told the
inquiry commission that headgears were not of much use as the
sight becomes impaired due to muddy waters.
Besides, the inner pillar which bears the load of the bridge is
not examined. The inner pillars could have developed fatigue
cracks over the years. Sources in the technical wing of the
Railways said that this inner pillar had not been examined for
the past 140 years.
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