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5FA Design Group, LLC <br />STRUCTURAL I CIVIL i GEOTECNNKAL I LAND USE PLANNING <br />0020 SW Washington Square Drive, Suite 505, Portland, Oregon 97223 <br />1813 Rutan Drive, Suite C, Livermore, California 94551 <br />1912 5 146th Street, Seattle, Washington 98168 <br />707 County Line Road, Unit 8, Palmer Lake, CO $0133 <br />p:503-641-8311 www.sfadg.com <br />LOAD TEST LOG <br />Project Name: <br />Contractor. <br />Site Address: <br />,� <br />Z2 LAI <br />Project Foreman: <br />._ <br />_011-7-4-L9 <br />Test Date: <br />Permit Number: <br />Inspector Name: <br />AL <br />Jurisdiction: <br />4�� I <br />Pier Tested: 1 V_ <br />N <br />Test Prvssure, psi: <br />Woddng Load, ldps: <br />Total Creep, in: ll� <br />Test Load, Idpa: <br />1 min: <br />5 min: <br />v <br />15 min: 40 min: <br />A 2 min: <br />6 min: <br />20 min: • 50 min. <br />3 min: <br />10 min: <br />30 min: 60 min: <br />4 min: <br />Pier Tested: <br />Test Premier, pal: <br />Worfdng Load, kips: <br />Total Creep, In: <br />Tat Load, kips: <br />1 min: <br />5 min: <br />15 min: 40 min: <br />2 min: <br />3 min: <br />6 min: <br />10 min: <br />20 min: 50 min: <br />30 60 min: <br />min: <br />4 min: <br />Continuous special inspection is required during installation per 2015 IBC section 1810.4.12. Load testing shall be performed in <br />accordance with ASTM Method <br />D1143 (Quick Method). <br />20 percent of piers shall be tested to 150 percent of design load. Load <br />testing creep acceptance criteria <br />shall be no greater than <br />0.04 inches within a 10 minute period. If movement is observed greater <br />than 0.04 inches within the 10 minute period the load test shall be held for an additional 50 minutes, the pier is to be deepened <br />and re -tested, or the pier is to be <br />abandoned and replaced <br />with a new pier. If the load test is to be held the pier movements shall <br />be measured at 15, 20, 30, 40, <br />50, and 60 minutes. The <br />creep versus the logarithm of time shall be plotted. If the creep rate is <br />less than 0.080 inches between 6 and 60 minutes, the load test shall be considered successful. <br />Non -Compliance Items: <br />Note: <br />Load test performed utilizes a hydraulic load cylinder <br />• <br />with an effective bore diameter of 3.5" which <br />equates to an operating hydraulic area of 9.62 ins. <br />Pier Test Pressure (psi)= [Design Load] X 1.5 / <br />9.62in' <br />Inspector Signature: <br />NKev du 1 J.0 1 .J 1 <br />