Laserfiche WebLink
Load Test Log <br /> 21907 64th Ave.W,Suite 140 <br /> Mountlake Terrace,WA 98043 <br /> Se�f AP.4 NY (425)640-2266 Fax(425)640-5665 <br /> Proj.Name: `X- Contractor: 174 } <br /> Site Address: i°` Proj.Foreman: „,r., Z <br /> Test Date Permit No.: atci <br /> Inspector Name: 133173-7E ,, Jurisdiction: <br /> Pier Test: Test Pressure,psi: / ., <br /> Working Load,Kips: Total Creep,in: <br /> Test Load,kips: <br /> 1 min: 5 min: 15 min: 40 min: <br /> c <br /> 2 min: 6 min: 20 min: 50 min: <br /> 0.. <br /> 3 min: 10 min: 0 30 min: 60 min: <br /> 4 min: <br /> c` . - <br /> Pier Test: Test Pressure,psi: <br /> Working Load,Kips: Total Creep,in: <br /> Test Load,kips: <br /> 1 min: 5 min: 15 min: 40 min: <br /> cu <br /> 2 min: 6 min: 20 min: 50 min: <br /> m <br /> 3 min: 10 min: 30 min: 60 min: <br /> 4 min: <br /> Continuous special inspection is required during the installation per 2015 IBC section 1810.4.12.Load testing shall be performed in accordance with ASTM <br /> Method D1143(Quick Method).20 percent of piers shall be tested to 150 percent design load. Load testing creep acceptance criteria shall be no greater <br /> than 0.04 inches within a 10 minute period.. If movement is observed greater than 0.04 inches within the 10 minute period the load test shall be held for an <br /> additional 50 minutes,the pier is to be deepened and re-tested,or the pier is to be abandoned and replace with a new pier. If the load test is to be held the <br /> pier movements shall be measure at 15,20,30,40,50,and 60 minutes. The creep versus the logarithm of time shall be plotted. If the creep rate is less then <br /> 0.080 inches between 6 and 60 minutes,the load test shall be considered successful. <br /> Non-Compliance items: Note:Load test performed utilizes a hydralic load <br /> cylinder with an effective bore diameter of 3.5” <br /> which equates to an operating hydraulic area of <br /> 9.62 int'Pier Test Pressure(psi)=[Design Load]X <br /> 1.5/9.62in2 <br /> Inspectors Signature: <br />