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7 of 8 <br />Project Name: Foundation Stabilization/Lift - Everett Project Number: S200831-1 <br />Project Location: 4514 Seahurst Ave, Everett, WA 98203 <br />Client's Name: Andi Holm, Project Coordinator - R&R Foundation Specialist, LLC <br />Subject: 2 - 7/8" 0 Concentric Pier - Capacity Chart <br />MAX <br />Stabil-Loc 2-7/8" 0 Concentric Pier - Soil Capacity per by Installation Pressure <br />Power Team C25C <br />Hydraulic Cylinder <br />Pressure, p <br />(psi) <br />Cylinder Effective Area, A <br />(in z� <br />Ultimate Axial Compressive Capacity, <br />P„ = p *A <br />(kips) <br />Allowable Axial Compressive <br />Capacity, P. = O.s*P„ <br />(kips) <br />1,000 <br />5.15 <br />5.2 <br />2.6 <br />1,500 <br />5.15 <br />7.7 <br />3.9 <br />2,000 <br />5.15 <br />10.3 <br />5.2 <br />2,500 <br />5.15 <br />12.9 <br />6.4 <br />3,000 <br />5.15 <br />15.5 <br />7.7 <br />3,500 <br />5.15 <br />18.0 <br />9.0 <br />4,000 <br />5.15 <br />20.6 <br />10.3 <br />4,500 <br />5.15 <br />23.2 <br />11.6 <br />5,000 <br />5.15 <br />25.8 <br />12.9 <br />5,500 <br />5.15 <br />28.3 <br />14.2 <br />6,000 <br />5.15 <br />30.9 <br />15.5 <br />6,500 <br />5.15 <br />33.5 <br />16.7 <br />7,000 <br />5.15 <br />36.1 <br />18.0 <br />7,500 <br />5.15 <br />38.6 <br />19.3 <br />8,000 <br />5.15 <br />41.2 <br />20.6 <br />8,500 <br />5.15 <br />43.8 <br />21.9 <br />9,000 <br />5.15 <br />46.4 <br />23.2 <br />9,500 <br />5.15 <br />48.9 <br />24.5 <br />9,669 <br />5.15 <br />49.8 <br />24.9 <br />i.) 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 />