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3 of 9 <br /> The results are summarized below: <br /> Helical Piles #1-#2, #8-#10: <br /> Maximum Demand (allowable): 11.0 kips/pile <br /> Available Capacity (allowable): 17.2 kips/pile <br /> Helical Piles #3-#7: <br /> Maximum Demand (allowable): 7.0 kips/pile <br /> Available Capacity (allowable): 15.7 kips/pile <br /> Concentric Piles #1-#2: <br /> Maximum Demand (allowable): 18.0 kips/pile <br /> Available Capacity (allowable): 20.8 kips/pile <br /> By inspection, the pile capacities of the installed piles exceed the maximum loading demand as determined <br /> by L120's analysis. Therefore, the installed piles comply with the structural design/demand. <br /> Please contact us if you have any questions. <br /> Sincerely, • a 0 4 ,0 <br /> ,• <br /> p,.T HURL. <br /> Jason Tien �S OF'!�A"A' ✓ •• <br /> L120 Engineering & Design (L120) • ��,��� - �yC,��<� • <br /> jtienLa1120engineering.com <br /> ■ r <br /> MAns R. Thurfjell, P.E. r n • <br /> L120 Engineering & Design (L120) • lV r <br /> mthurfjell@1120engineering.com • �C` f� �j� • <br />