Bridge Disasters in America: The Cause and the RemedyVose, George L. (George Leonard)
History
Bridge Disasters in America: The Cause and the Remedy
Vose, George L. (George Leonard)
Bridges -- Accidents
never will know whether the iron is good or bad, nor whether the
dimensions and proportions are such as to be safe or not. You will
know that you have paid your money away, but you never will know what
you have got for it until some day when your bridge gets a crowd upon
it, and breaks down, and you have the damage to pay. This mode of
buying a bridge is very common. To buy a good bridge, first determine
precisely what you want; and if you don't know any thing in regard to
bridge-building yourself, employ an engineer who does, to make a
specification stating exactly what you want, and what you mean to
have. Then advertise for bridge-builders to send in plans and
proposals. Let the contractors understand that all plans and
computations are to be submitted to your engineer, that all materials
and workmanship will be submitted to your inspectors, and that the
whole structure is to be made subject to the supervision of a
competent engineer, and accepted by him for you. You will find at
once, that, under such conditions, all travelling agents and builders
of cheap bridges will avoid you as a thief does the light of day. You
will have genuine proposals from responsible companies, and their
bids should be submitted to your engineer. When you have made your
choice, let the contract be written by your lawyer, and have the
plans and specifications attached. Employ a competent engineer to
inspect the work as it goes on; and when it is done, you will have a
bridge which will be warranted absolutely sound by the best
authority. This mode of buying a bridge is very uncommon.
The Ashtabula bridge, it is stated in the report of the committee of
the Ohio Legislature appointed to investigate that disaster, had
factors,--we can hardly call them factors of safety,--in some parts
as low as 1-6/10 and 1-2/10, such factors referring to the
breaking-weight; and even these factors were obtained by assuming the
load as at rest, and making no allowance for the jar and shock from a
railroad train in motion. Well may the commissioners say, as they do
at the end of their report, "The bridge was liable to go down at any
time during the last ten years under the loads that might at any time
be brought upon it in the ordinary course of the company's business,
and it is most remarkable that it did not sooner occur."
Public-domain text, read in full here on John Shaqi.
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