ABUTMENT 1 PILE 2
ABUTMENT 1 PILE 7
PIER 2 PILE 19
Conclusion
Dynamic load tests were performed on Piles 2, 7, and 19. The measured maximum mobilized
resistances (RMX) and predicted static ultimate capacities (RSU) are as follows:



Pile 2: RMX = 5,683.94 kN; RSU = 3,483.82 kN; settlement = 3.52 mm.
Pile 7: RMX = 2,406.77 kN; RSU = 2,652.70 kN; settlement = 23.20 mm.
Pile 19: RMX = 2,303.61 kN; RSU = 2,848.73 kN; settlement = 12.82 mm.
RECOMMENDATION
design working load (DWL) per pile is ≤ the Qa and the measured settlements at working load meet
the project’s serviceability limit, the piles are adequate to support the intended structural loads.