The Jasper news., 1917-08-09
EARTH ROAD GRADE
Stability of Entertainments Is Of
Great Importance.
CAREFUL SCRUTINY IS URGED
To Prevent Damage by shrInkaee Ma
terlaI Used Must Be Free From
Vegetable Matter and Uni
formly compacted.

prepared by the United States Depart
ment OF Agriculture
One Of the most important consid
erations connected with the grading of
an earth road is the stability Of the
entertainments. Where q road Is stu
ated in q cut and Is well drained, 1t Is
not likely to be affected seriously by
such agencies as shrinkage, settlement,
and slipping, any one Of which may in
jure or destroy a road situated on
poorly constructed embankment. If
grading road, therefore, the methods
employed In building the embankments
are deserving Of much more careful
scrutiny than those employed in max
ing excavations.
To prevent a road over an embank-
ment from being damaged by shrink
age Of the material forming the en-
bankment, the material must be free
from vegetable matter and uniformly
compacted as 1t is deposited. Where
the road surface Is to be of earth, the
embankment usually may be compact
ed sufficiently to prevent injury from
shrinkage by spreading the material In
hCioti'SiJ tiilh luySlS
letting each layer be compacted by the
grading teams as the succeeding layer
is being spread. Layers Of ordinary
earth, not more than IL inches thick,
can be compacted fairly well in this
way, provided that the grading teams
ore made to travel over the entire sur
face of each layer, and that the mate
rial Is spread uniformly. Where the
road surface is to be Of some highly
improved type, each layer Of the en-
bankment should be rolled thoroughly
with power roller weighing not less
than about ten tons.
Settlement Of embellishments, aside
from that due to shrinkage, may be
caused by the gradual flattening Of the
slopes or by lack Of stability of the
ground surface over which the embank-
ment is constructed. The question Of
ground surface stability usually does
not arise as a grading problem except
where an embankment is being con-
structed over very marshy land If
proper precautions are not observed,
the embankment material may be abb
sorbed gradually by the marsh until
the entire roadbed has disappeared, an
occurrence which is not infrequent.
Where drainage Of the marsh is i'm
practicable, the lower portion of the
embankment, which would come In con-
tact with the marsh water, should be
formed Of some nonslaking material
that will cement together and dis
tribute the weight of the embankment
over the entire bottom area. Some
varieties of gravelly clay are excel
lent for this purpose. Where the
marshy matter Is very soft and deep,
1t may be necessary to lay wide
foundation bed Of logs, or fasclnes,
upon which to construct the embank.
ment, but such foundation bed would
not obvlate the necessity for using q
nonslaking material in the lower por.
ton of the embankment.
Where embellishments are constructed
on very sloping ground, or where ole
embankments are to be widened, there
always is tendency for the new mate
rial to slip along the plane Of separa
ton. In such cases the old surface
should be roughened before the new
material is deposited. Where the ole
surface is earth, 1t usually can b.
roughened sufficiently by blowing {
series Of rather deep burrows abou
two feet apart. Old rock surfaces or
dinarily are fairly rough to begin with
but to prevent slipping 1t may be neces
sary in some cases to blast steps into