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2 of 6 <br /> The results are summarized below: <br /> Helical Piles #1-#2,#5: <br /> Maximum Demand (allowable): 5.0 kips/pile <br /> Available Capacity (allowable): 15.4 kips/pile <br /> Helical Piles #3-#4: <br /> Maximum Demand (allowable): 7.0 kips/pile <br /> Available Capacity (allowable): 14.0 kips/pile <br /> Helical Piles #6-#7: <br /> Maximum Demand (allowable): 11.0 kips/pile <br /> Available Capacity (allowable): 15.4 kips/pile <br /> Helical Piles #8-#9: <br /> Maximum Demand (allowable): 10.0 kips/pile <br /> Available Capacity (allowable): 16.8 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 ' a • <br /> ,• �.T HURL. <br /> Jason Tien �S 3f'!�A.^y ✓ •• <br /> L120 Engineering & Design (L120) • ��ti��� - n�<� • <br /> jtien@1120engineering.com • `' � z • <br /> Mans R. Thurfjell, P.E. -n <br /> L120 Engineering & Design (L120) • 4' �, • <br /> mthurfjell@1120engineering.com • �(` f'� �� �+T <br /> �• S�O,tiA L E�•. <br /> (425)636 3313 <br />