the pound prices of the two types, the said difference usually, but not always, being in favor of the latter.
ELECTRIC RAILWAY BRIDGES
This type of structure is found on interurban roads and elevated
railways. The economic problems of the deck and floor-system are similar to those in steam-railway structures, except that the construction is
much lighter. The economic lengths are somewhat greater because the
loads are smaller, but the economic principles involved are identical.
HIGHWAY BRIDGES
Decks
For highway bridges there are two general types of deck, viz., timber
and concrete. In respect to first cost of both the deck itself and the
material required to support its weight, the timber type is always the
cheaper, the saving increasing with the span length. In times past the
timber deck per se was very much less costly than the concrete deck, but
to-day it is otherwise, because the price of timber has risen more rapidly
than that of any other material employed in bridge construction. Whether
at the present time in any particular case timber or concrete per se for decks
is the cheaper will depend somewhat upon the locality and the availability
of supply for the various materials. The solution of the question has to
be determined specially for each case, as it arises, but the difference in
first cost for the two types will seldom be found great. The real economic
question involved is one of comparative weights and costs of the materials
required to carry the deck.
When, however, maintenance and renewals are taken into consideration, the concrete deck will nearly always be found to be the more economical for short spans and those of moderate length. There is, though, one
factor of vital importance that cannot well be considered in the economic
comparison, viz., the danger from fire. This is so important as to rule out
the use of timber in bridge decks for all cases in which it is practicable to
raise the money required for the concrete construction, excepting only
that creosoted wooden blocks on a reinforced concrete base are permissible on account of being almost fireproof, or at any rate very slow-burning.
An exception might be made for the movable span in a bascule bridge
because the tipping of the floor to a vertical, or nearly vertical, position
is somewhat objectionable, although it is not impracticable to design a
concrete floor with a concrete pavement thereon in such a manner as to
withstand effectively the said tipping. In case the timber floor be adopted,
it would be necessary to take the utmost precaution against injury by fire.
Pavings for Roadways
The type of paving to adopt depends upon whether any timber is to be used in the deck. Planks make the cheapest kind of flooring, but
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