Judith Gap journal. [volume] (Judith Gap, Mont.) 1908-19??, 1912-05-17

be STRENGTHENED and states the cor.
responding loads that will be carried
safely. That is, the simple beam IL
inches BY - inches square and "a fee,
between points Of support will carry
safely a concentrated locd OF one ant.
one-half tons at its center. while II the
same beam be made into q King post
beam by passing underneath the beam
4 one inch steel rod. which is made
fast at either end Of the beam. and In
sorting a: single post under the load ut
the center Of the beam, then such
beam will carry about two and three.
quarter times as much. or load OF
three and three-Quarter tons. safely.
while IL the same beam be built into
King truss beam the load concen-
trated at the center may then be In
creased to nine tons.
The best culverts and smaller bridges
are built Of REINFORCED concrete. The
cost is greater than for wooden or pipe
constructions in the first instance. but
II we'll built there should be no fur
ther cost for repairs. That Is, the first
cost is the last cost. while durability
and safety are secured from the out.
set.
Good materials, consisting Of crush
ed stone or gravel, sand and portland
cement and water, are required for con-
crete. Deformed steel rods imbedded
in the concrete are used for strength
ening the cover spans. The mixing Of
these materials into concrete and plac.
Ing it in the forms are extremely sim
pie matters after they are once we'll
understood. but nevertheless should not
be undertaken by one who is unfa mil
lar with the use Of concrete.
There are three general kinds of con.
concrete box typo. They are built for
the smaller sizes up to such rs have an
opening about four feet by SIX feet
wide. For sizes above that the door 10
usually left out where it is not needed
to protect the foundation. or paving
may be substituted for It. The floor
and side wallis are constructed Of con.
crete with or without metal reinforce
ment usually without such REINFORCE.
ments. The proportions Of concrete
used for the floor and side walls are
usually. I, 8. 6-that Is, one part by
measure Of portland cement. three
parts by measure Of sand and six parts
by measure Of crushed stone or gravel
For spans above ten or twelve feet the
cover needs to be strengthened With
concrete beams. This type Is known
as the concrete T beam from its resem.
blance to the capital letter. They are
placed adjacent to each other, the dis.
lance from center to center depending
upon the load which the bridge ia ex-
pected to carry.
The best type OF concrete culverts for
spans from ten feet up to thirty feet is
the steel beam incased In concrete, as
shown in Fig. I. Here the concrete
door 10 designed to carry the load
across the span from one I beam to an
other. while the steel l beams carry
the load from one abutment to the 9TH
Ct. It often happens that the culverts
are built on yielding foundations and
that tho abutments sometimes SETTLE
causing cracks that would be danger
Gus in some types Of culverts, but it 10
the ability Of the steel beam type to
Withstand such conditions as these just
mentioned that makes It the best typo
to build. The I beams are incased in
concrete to protect them from rusting.
Sometimes they are simply painted or
more often not painted at all. and what
would be permanent bridge is al
lowed to rust out for lack of proper
care.
For details in regard to the methods
Of designing and building concrete
bridges attention Is called to bulletin
No. 80. Highway Bridges and Gull
verts." issued by the ONCE Of public
roads. United States department OF
agriculture.
No road can BE- called a good road
that In dotted with broken, WORKOUT
ana unsafe wooden culverts and
bridges. such az are encountered on
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