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<br /> 9 of 30
<br /> PROJECT NO. SHEET NO.
<br /> S221213-1XR
<br /> PROJECT 4504 Evergreen Way, Everett, WA 98203
<br /> LONGITUDE SUBJECT Stabil-Loc Concentric Pile Installation Chart
<br /> ONE TWENTY'
<br /> ENGINEERING&DESIGN BY NJ DATE 8/27/23
<br /> Stabli-Lac 2-118"0 Concentric Pier -Soil Capacity per by Installation Pressure
<br /> Power Tearn C25C
<br /> Ultimate Axial Compressive Allowable Axial Compressive
<br /> Hydraulic Cylinder Cylinder Effective Area,A
<br /> Pressure,p 012 I Capacity, P.=p*A Capacity, P.=0.5*P.
<br /> )
<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 9,659 5.15 49.8 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
<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 /> LI20 ENGINEERING&DESIGN
<br />
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