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2 of 8 <br /> The results of re-inspection testing of the installed pile is summarized below: <br /> Pile#1: <br /> • Maximum Demand = 11 kips <br /> • Available Capacity =8.5 kips+(limited by deflection/lifting tolerance of existing <br /> structure—initial installation satisfies minimum design loading requirements). <br /> The results from the initial installation are summarized below: <br /> Typical Helical Piles: <br /> • Maximum Demand = 11.0 kips/pile <br /> • Available Capacity= 16.8 kips/pile <br /> Please contact us if you have any questions. <br /> Sincerely, • <br /> •••Ft.T HURL•. <br /> Mans R.Thurfjell, P.E : �54cF'r� .�,, �F•. <br /> L120 Engineering& Design (1-120) �r < • <br /> mthurflell@ll20engineering.com • <br /> • F' r�. Vim • <br /> •. S�oIN EN.• <br />