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Method Statement - i-astm.com
1 Method Statement FORS tatic Pile Load Test (Compression Test,Tension Test and Lateral Test) PREPARED BY 2 Method Statement FORCOMPRESSION, TENSILEAND LATERAL PILE LOAD TESTPROJECT INFORMATIONO wner : .. Client : .. Main Contractor : .. Contractor : .. Location : .. TEST PILE INFORMATIONPile No. 385 Pile No. 368 Pile No. 416 Pile Type 40 x 40 Driven 40 x 40 Driven 40 x 40 Driven Pile Tip m. m. m. Pile Top m. m. m. Design Load 65 tons 15 tons 7 tons Maximum Test Load (200 % of design Load)130 tons 30 tons 14 tons Test Type Axial Compression TestAxial Tension Test Lateral Test Anchor Piles 367, 368, 416, 417 367, 369 432, 417, 385 Testing Standard ASTM D1143-81 (Reapproved 1994)ASTM D3689-90 (Reapproved 1995)ASTM D3966-90 (Reapproved 1995) TESTING APPARATUS Beam The steel girders will be laid across the test pile with system set up similar to that shown in Appendix A.
1 Method Statement FOR Static Pile Load Test (Compression Test,Tension Test and Lateral Test) PREPARED BY
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