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0 9 of 40 <br /> A PROJECT NO. SHEET NO. <br /> tt <br /> �r� S200803-3 <br /> PROJECT <br /> 2126 Rucker Ave, Everett, WA 98201 <br /> LONGITUDE SUBJECT Foundation Stabilization/Jacking <br /> ONE TWENTY° ZT 11/16/2020 <br /> ENGINEERING&DESIGN BY DATE <br /> Stabil-Loc 2-7/8"0 Concentric Pier -Soil Capacity per by Installation Pressure <br /> Power Team C25C Ultimate Axial Compressive Allowable Axial Compressive <br /> Hydraulic Cylinder Cylinder Effective Area, A <br /> Capacity, P„=p*A Capacity, Pa=0.5*P„ <br /> Pressure,p (in 2) <br /> (psi) (kips) (kips) <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 /> MAX 9,669 5.15 49.8 24.9 <br /> i.)PowerTeam 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 <br /> demand as listed in the structural package,but shall not exceed the maximum allowable capacity for any part of the pile <br /> assembly. <br /> iii.)Refer to ESR-4121 and Stabil-lac,Inc. documents for additional information and requirements. <br /> iv.)1 kip=1,000 lbs <br /> L120 ENGINEERING&DESIGN <br />