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6of23 <br /> \�\ PROJECT NO. SHEET NO. <br /> i <br /> S230731-2XR <br /> PROJECT 7211 Beverly Blvd, Everett, WA <br /> LONGITUDE SUBJECT Foundation Stabilization/Jacking <br /> ONE TWENTYO <br /> ENGINEERING&DESIGN BY PAM DATE 08/09/23 <br /> Ideal Foundation Systems 2-7/8"0 Helical Pile(0.203-Inch wall thickness)-Soil Capacity per ESR-3750 <br /> DIGGA 6K Drive Head Torque, T Torque Correlation Factor, K, Ultimate Axial Compressive Allowable Axial Compressive <br /> Pressure (ft'lbs) Compression Capacity, P.=K,`T Capacity, P.=0.5`P <br /> (psi) (ft") (kips) (kips) <br /> 500 1,554 9 14.0 7.0 <br /> 600 1,865 9 16.8 8.4 <br /> 700 2,176 9 19.6 9.8 <br /> 800 2,486 9 22.4 11.2 <br /> 900 2,797 9 25.2 12.6 <br /> 1000 3,108 9 28.0 14.0 <br /> 1100 3,419 9 30.8 15.4 <br /> 1200 3,730 9 33.6 16.8 <br /> 1300 4,040 9 36.4 18.2 <br /> 1400 4,351 9 39.2 19.6 <br /> 1500 4,662 9 42.0 21.0 <br /> 1600 4,973 9 44.8 22.4 <br /> 1700 5,284 9 47.6 23.8 <br /> 1800 5,594 9 50.3 25.2 <br /> 1900 5,905 9 53.1 26.6 <br /> 2000 6,216 9 55.9 28.0 <br /> MAX 2100 6,S27 9 S8.7 I9.4 <br /> i.)DIGGA 6K Drive Head differential pressure display to torque output has been pulled from the attached conversion charts provided by DIGGA. <br /> 11.)Per Table 5A of ESR-3750,the maximum installation torque rating of a 2-7/8"0 helical pile(0.203-Inch wall thickness)is 8,300 ft`lbs.Per Ideal <br /> Manufacturing,Inc.,the maximum installation torque rating of a 2-7/8"0 helical pile(0.203-inch wall thickness)is 8,000 ft'Ibs.Final installation torque shall not <br /> exceed the lesser of these limiting values. <br /> III.)Piles shall reach a torque that correlates with an allowable capacity that meets or exceeds the maximum allowable load demand as listed in the structural <br /> package,but shall not exceed the maximum allowable capacity for any part of the pile assembly. <br /> iv.)Refer to ESR-3750 and Ideal Manufacturing,Inc. documents for additional information and requirements. <br /> v.)Definitions per ESR-3750: <br /> T=Final installation torque in ft'Ibs;the last torque reading taken during pile installation,using,for example,the torque reading <br /> instruments connected to the installation equipment. <br /> Kt=Torque correlation factor per ESR-3750 <br /> P =Ultimate axial compressive capacity(in kips)of helical pile <br /> P.=Allowable axial compressive capacity(in kips)of helical pile <br /> vl.)For torque readings between those listed,use the following equation to determine the allowable capacity:P,=(T`K,)/2 <br /> vii.)1 kip=1,000lbs <br /> 1120 ENGINEERING&DESIGN <br />