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Compression Test Pile

18" Diameter x 65'0" Length
Design Load: 100 Ton Test Load
200 tested in accordance with ASTM D 1143/D 1143m-07.
Procedure B 8.1.3 maintained test after rebound tested to 300 ton. Procedure C 8.1.4 loading in excess of maintained test.
A total of 5 Dynamic Tests were performed for comparison purposes.
Both pump and jack were calibrated 48 hours prior to load test.

TESTING METHODS
565 ton jack, 6" stroke
3 dial indicators, 2 reference beams
565 ton pump
Hydraulic pressure gauge
Lateral Test Pile

18" Diameter x 65'0" Length Design Load: 8 Ton Test Load
16 tons tested in accordance with ASTM D 3966-07.

Procedure A 8.1.2 Standard loading
After rebound tested to max.
(Max = 1.0" of lateral movement)

Procedure B 8.1.3 Excess loading
Test load of 37.6 tons was achieved.



Tension Test Pile

18" Diameter x 65'0" Length; Design Load: 30 Ton Test Load
60 tons tested in accordance with ASTM D 3989-07.

Procedure B - Maintained test. After rebound, tested to 90 tons.

Procedure C - Loading in excess of maintained test.

Grout Systems Inc. Toll Free (800) 272-4928
Phone (330) 336-8871 Fax (330) 335-0900
505 E. Bergey Street . Wadsworth, OH 44281