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SFA Design Group, LLC <br /> STRUCTURAL. I CIVIL I GEOTECHNICAL I LAND USE PLANNIN(! <br /> 9020 SW Washington Square Drive, Suite 505, Portland. Oregon 97223 <br /> 1813 Rutan Drive, Suite C, Livermore, California 94551 <br /> 5 1912 S 146th Street, Seattle. Washington 98168 <br /> 707 County Line Road, Unit B, Palmer Lake, CO 80133 <br /> p: 503-641-8311 www.sfadg.com <br /> LOAD TEST LOG <br /> Project Name: Contractor: <br /> Site Address: ] ,w1 Project Foreman: Q 11 AO <br /> Test Date: Permit Number: <br /> 044 <br /> Inspector Name: r + Jurisdiction: Lk(�W, <br /> Pier Tested: ` Test Pressure, pet.. 1 ow <br /> Working Load, kips: Total Creep, In: <br /> Test Load, kips: <br /> 1 min: 5 min: 15 min: 40 min: <br /> Z min: � 6 min: 20 min: 50 min: <br /> 3 min: 10 min: v 30 min: 60 min: <br /> 4 min: (2 <br /> Pier Tested: Test Pressure, psi: ` Coo <br /> Working Load, kips: Total Creep, in, v <br /> Test Load, kips: <br /> 1 min: 5 min: 15 min: 40 min: <br /> 2 min: 6 min: 20 min: 50 min: <br /> 3 min: 10 min: 30 min: 60 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 D1143 (Quick Method). 20 percent of piers shall be tested to 150 percent of design load. Load <br /> testing creep acceptance criteria shall be no greater than 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 abandoned and replaced with a new pier. 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: Note: <br /> Load test performed utilizes a hydraulic load 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 /> 9.62in1 <br /> Inspector Signature: <br /> Rev 2013.0 s.31 <br />