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5FA Design Group., LLc <br />STRUCTURAL ( CIVIL I CEOTECNNICAL 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 />1612 S 146th Street, Seattle, Washington 98168 <br />707 County Line Road, Unit B, Palmer Lake, CO $0133 <br />p:503-641-8311 www.sfdg.com <br />LOAD TEST LOG <br />Project Name: <br />Contractor: <br />Site Address: <br />Project Foreman: <br />Test Date: �_ <br />Permit Number: ._ <br />Inspector Name: <br />Jurisdiction: <br />Pier Tested: <br />Test Pressure, pal: <br />Working Load, Idea: <br />Totsi Creep, In: <br />Tee Load, klpe: <br />1 train: 5 min: 15 mkt: <br />VMPI <br />40 min: <br />2 min: 6 mkt: 20 min: <br />50 min: <br />IMF- <br />3 Wn: 0 10 min: 30 min: <br />60 min: <br />4 rain: C) <br />Pier Tested: <br />Test Pressure, pal: _44;�So <br />Working Load, kips: <br />Total Creep, In: <br />LA0. <br />Tit Load, Idpa: <br />1 train: 5 rr h 15 min: <br />40 min: <br />2 rntin: a min: 20 min: <br />• 50 min. <br />3 nit: 10 min: 30 min: <br />60 min: <br />We- <br />4 atilt: C? <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 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. <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 <br />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 in'. <br />Pier Test Pressure (psi)= [Design Load) X 1.5 <br />9.62in' <br />Inspector Signature: <br />NHev 1L1.5.U1 31 <br />