RAYMOND SUPERIORITY

9 REASONS

1. Every operation is subject to inspection.
2. All piles are tested since each is driven to the required resistance.
3. The resistance obtained in driving is maintained by the shell which is left in the ground.
4. The shell confines the concrete so the vibration of driving adjacent piles increases its density.
5. The concrete does not come in contact with underground earth or water, thus insuring uniform quality and constant water ratio.
6. Piles may be tapered or of uniform 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. The tops of the piles are clean cut and 100% effective.
9. Speed—the placing of the pile is effected in one operation.
CONCRETE PILE
140 CEDAR STREET NEW YORK Offices in principal cities in the United States and in Colombia, Venezuela,
Panama with associates in Canada, Great Britian, China and Japan
THE GOW COMPANY, INC. FOR CAISSONS, BO RINGS AND SOIL INVESTIGATIONS