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SEA De8igi-s Group, 1 <br /> STRUCTURAL 1 MIL l GEOTE.CHNICAL I.EMI,USE. NNtr <br /> 9020 W #dashingt a Square Dr., Suite 505,Portland,OR 67723 <br /> sfa41::,,I1 <br /> 313 Rubin I3r.,Suite C,Livermore, A` 5°1 <br /> 1912 S 146th Street,Seattle,WA 98186 <br /> P: I8).64i•8 i1 wwwAfadscom <br /> LOAD TEST LOG. <br /> 4 1 <br /> Project Name: + .� 'Contractor: Matveyy Foundation Repair <br /> Site Address: / - /i)(eft!" l. 1 Project Foreman* ,sdw ` <br /> Test Date: Permit Number. <br /> Inspector Name: L'llekt les" +r�C '7v4. Jurisdiction: a 44-.7.2-4---1-4-- r ,, <br /> Pier Tested: 4. a" . Test Pr�ure,psi./ - <br /> Design Load,kips. v1/4i, ' Total Creep,in 0 <br /> 1 mkt: 0 5 min: 0 15 min: 40 mat: <br /> uwww-www—, uxw • wm..,. .v. <br /> 2 mkt. 0 6 milt: 0 20 mat: 50 mat: <br /> 3 mina 0 10 mat: 0 30�: 60 min; <br /> 4 min:> 0 <br /> E irTesteci Test pressers,est .„05,...4 . <br /> Design Lead,kips: , - Total Creep,in: 0 <br /> 1 neon: tt 5 min: 0 15 min: 40 min: <br /> 2 rein„ 0 6 mat 0 20 mit: 50 mire <br /> 3 titin: 0 '10 ruin: 0 <br /> 30 MM: 60 rain: <br /> 4 ran: 0 • <br /> Continuous special inspection is required during installation per 2009 IBC section 1810;4..12.Load testing shalt be perreMled in', <br /> aaordarice with ASh1 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 a04 inches within the 10 minute period the load test shall be held for an additional 50 minutes,the pier is to be deepened <br /> aril re-tested,or the pier is to be abandoned and replaced with a new pier. tithe lead test is to be held the pier mavementashall <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 6.080 Inchestretween 6 and 60 minutes,the load test shalt be considered successful <br /> Non-Compliance Items: <br /> _ 40j/ <br /> InspectorS1•,;,,,.-. .., ""rw.e.. <br /> j t?ev 2OE.D.31 <br />