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7 of 8 <br /> Project Name: Foundation Stabilization/Lift - Everett Project Number: S211026-4XR <br /> Project Location: 5117 1271h Ave W, Everett, WA 98203 <br /> Client's Name: R&R Foundation Specialist, LLC <br /> Subject: 2-7/8" 0 Concentric Pier - Capacity Chart <br /> Stabil-Loc 2-7/8"0 Concentric Pier -Soil Capacity per by Installation Pressure <br /> Power Team C25C Ultimate Axial Compressive Capacity, Allowable Axial Compressive <br /> Hydraulic Cylinder Cylinder Effective Area,A <br /> Pressure,p (in�) P„ =p*A Capacity, P, =0.5*P„ <br /> (kips) (kips) <br /> (psi) <br /> 1,000 5.15 5.2 2.6 <br /> 1,500 5.15 7.7 3.9 <br /> 2,000 5.15 10.3 5.2 <br /> 2,500 5.15 12.9 6.4 <br /> 3,000 5.15 15.5 7.7 <br /> 3,500 5.15 18.0 9.0 <br /> 4,000 5.15 20.6 10.3 <br /> 4,500 5.15 23.2 11.6 <br /> 5,000 5.15 25.8 12.9 <br /> 5,500 5.15 28.3 14.2 <br /> 6,000 5.15 30.9 15.5 <br /> 6,500 5.15 33.5 16.7 <br /> 7,000 5.15 36.1 18.0 <br /> 7,500 5.15 38.6 19.3 <br /> 8,000 5.15 41.2 20.6 <br /> 8,500 5.15 43.8 21.9 <br /> 9,000 5.15 46.4 23.2 <br /> 9,500 5.15 48.9 24.5 <br /> MAXI 9,669 5.15 49.8 24.9 <br /> L)Power Team C25C Hydraulic Cylinder effective cylinder area has from manufacturer cut sheets <br /> ii.)Piles shall reach a pressure that correlates with an allowable capacity that meets or exceeds the maximum allowable load demand as <br /> listed in the structural package,but shall not exceed the maximum allowable capacity for any part of the pile assembly. <br /> iii.)Refer to ESR-4121 and Stabil-Loc,Inc. documents for additional information and requirements. <br /> iv.)1 kip=1,000 Ibs <br />