Nine reasons

for

Raymond

Concrete Pile

Superiority 1

Every operation is subject to in
• spection.
2. Resistance obtained in driving is maintained by shell which is left in the ground.

3

Every pile is pretested, since • ground is not released by the

removal of the core. 4

Shell confines concrete so the • vibration of driving adjacent

piles increases its density. 5

Concrete does not come in con• tact with underground earth or water, thus insuring uniform quality and constant water ratio.

6

Piles may be tapered or of uni• form cross-section. In friction soils a tapered pile gives much greater carrying power per lineal foot of length.

7

They may be jetted without • deteriorating the concrete or

changing the cross-section. 8

Tops of piles are clean cut,

• 100% effective. 9

Speed—the placing of the pile • is effected in one operation.

RAYMOND CONCRETE PILE COMPANY

ATLANTA, GA. BALTIMORE, MD. BOSTON, MASS. CHICAGO, ILL.
CLEVELAND, O. DETROIT, MICH.
HOUSTON, TEX.
KANSAS CITY, MO
LOS ANGELES, CAL. MIAMI, FLA.
MILWAUKEE, WIS.
PHILADELPHIA, PA. PITTSBURGH, PA.
SAN FRANCISCO, CAL SEATTLE, WASH. ST. LOUIS, MO.
ST. PAUL, MINN.
WASHINGTON, D. C. BOGOTA, COLOMBIA
BUENAVENTURA,
COLOMBIA
CARACAS, VENEZUELA HONG KONG, CHINA LONDON, ENGLAND
MARACAIBO, VENEZUELA PALEMBANG, SUMATRA PANAMA, C Z.

140 CEDAR STREET NEW YORK

“A FORM FOR EVERY PI LE A PILE FOR EVERY PURPOSE
And in Canada — RAYMOND CONCRETE PILE COMPANY LTD., Montreal, Canada