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Ends in 4h 10m 55s

Plumbness ≤ 1.2 inches in 10 ft. Achieved: 0.8 inches (OK).

Driving stress = (hammer energy / pile cross-section area) ≤ 0.9 × Fy steel. Using a Delmag D12 hammer, stress ≈ 24 ksi < 0.9×36=32.4 ksi (OK).

Test one pile to 240 kips (200% of design load). Maintain for 24 hours. Max settlement = 0.35 inches (< 0.05×12=0.6 inches). Pass.

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