Staunton spectator and vindicator. [volume] (Staunton, Va.) 1896-1916, 1901-06-28
TAR MACADAM PAVING.
lence, Durability and Cheapness
1t Has No Equal.

United States Consul F. NJ. Shepard,
at Hamilton, Ont. says:
after years of experiment this city
is laying pavement that for excel
,lence, durability and cheapness is
commended for examination to those
in charge of similar work In the United
States. The possibility of making good
roads at reasonable cost has been
demonstrated, and tests extending
streets prove that tarred macadam
makes not only a smooth and solid
roadway, but one that can be kept in
perfect repair at nominal expense.
The first cost in this city, where lime
stone is abundant and near at hand,
is from 10 to SO cents per square yard,
and the engineer estimates the cost
of repairing on heavy traffic streets
at less than one cent per yard year,
while asphalt costs over three cents.
The addition of tar renders the road
way impervious to water, frost-proof
in winter and prevents mud and dust
In summer. It is easily repaired and
does not require scraping, thus avoid
ing much wearing Of the surface.
Zone block of tar macadam laid
more than a year ago on business
street where there Is heavy teaming
shows no perceptible wear to-day. In
residential streets these pavements
have been In use eight years without
any repairs, and are still in good con-
dition. The success of this method
of roadmaking depends on care in its
execution, as in the case of all COM
posite work of this character, and
submit for the information of those
interested the substance of On inter-
view with the engineer of public
works, E. g. Barrow, covering details
of the processes in use here. Either
stone or cement curbing should be
placed before beginning the roadway.
Cement costs here 80 cents per lineal
foot and Is six inches thick and 20
inches in depth and laid on broken
and an iron plate imbedded for pro-
lection. On business streets stone is
| preferable.
IAN essential in roadmaking is a
| hard and compact foundation, which
| can be secured only by the liberal use
of heavy rollers (12 to 1e tons) while
| the base is being prepared. The grade
and Gambler should be so designed as
| to carry water off the surface quickly.
| and all earth above the subgrade
| should be removed so as to conform to
| its level-12 inches below the natural
| surface-which subgrade should be
| thoroughly rolled and soft spots filed
| with stone. The foundation must be
| compost, a solid bed of stone not less
| than six inches in thickness. If the
soil is of spongy nature, large, fiat
stones are preferred. All interstices
should be filled with small stone and
| gravel well rolled In. Over this coat
ing of gravel should be rolled hard
and then O layer of tar-saturated
| stone, not exceeding two inches il
| diameter. These stones before being
mixed with boiling tar 10 to ~ i'm
| perial gallons to the cubic Yard must
be thoroughly dried, either In the sum-
mer sun or by exposure on heated
plates, until all moisture is expelled.
after thorough rolling another
stratum or tarred stone of the same
| dimensions and thickness Is added,
rolled and covered with q layer of
gravel and quarry chips, also mixed
with tar, one inch In thickness, to- be
rolled down from three-fourths to
one-half an inch. A top dressing of
screenings Is then added, and If light
color is desired 1t may be obtained by
adding cement. Most of the stone
used here is machine crushed"