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5FA Design Group, LLC <br />STRUCTURAL I CIVIL ! GEOTECHNICAL I LAND USE PLANNING <br />9020 SW Washington Square Drive, Suite 505, Portland, Oregon 97223 <br />1813 Rutan Drive, Suite C, Livermore, California 94551 <br />1912 S 146th Street, Seattle. Washington 98168 <br />707 County Llne Road, Unit B, Palmer Lake, CO 80133 <br />p:503-641-8311 www.sfadg.com <br />LOAD TEST LOG <br />Project Name: <br />Contractor: <br />Site Address: <br />�1 �� �� � � - <br />Project Foreman: <br />Test Date: <br />L9 1 Ok 1 l�? <br />Permit Number: <br />Jurisdiction: <br />Inspector Name: <br />�C1% , <br />v� <br />Pier Tested: <br />Test Pressure, psi: 1 <br />1 <br />Working Load, kips: <br />Total Creep, in: <br />Test Load, kips: <br />1 min: 5 min: 15 min: <br />40 min: <br />2 min: 6 min: 20 min: <br />50 min: <br />3 min: Q 10 min: 30 min: <br />60 min: <br />4 min: <br />Pier Tested: <br />Test Pressure, psi: 1 <br />Working Load, kips: 1 11 ll <br />} <br />Total Creep, in: <br />Test Load, kips: <br />1 min: (2 5 min: 15 min: <br />40 min: <br />2 min: 6 min: 20 min: <br />50 min: <br />3 min: 10 min: 30 min: <br />60 min: <br />4 min: <br />Continuous special inspection is required during installation per 2015 IBC <br />section 1810.4.12. Load testing shall be performed in <br />accordance with ASTM Method D1143 (Quick Method). 20 percent of piers <br />shall be tested to 150 percent of design load. Load <br />testing creep acceptance criteria shall be no greater than 0.04 inches within <br />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 <br />an additional 50 minutes, the pier is to be deepened <br />and re -tested, or the pier is to be abandoned and replaced with a new pier. <br />If the load test is to be held the pier movements shall <br />be measured at 15, 20, 30, 40, 50, and 60 minutes. The 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 />�7 Note: <br />hydraulic load <br />Load test performed utilizes a cylinder <br />with an effective bore diameter of 3.5" which <br />equates to an operating hydraulic area of 9.62 in`. <br />Pier Test Pressure (psi)= [Design Load] X 1.5 <br />9.62in2 <br />Inspector Signature: <br />J Kev ZU 13. U 1.31 <br />