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a <br /> MS UMPQUA Testing Service, LLC <br /> Ph Sox 41- 63-5 01N FDax:54n 86,Myrtle Creek, OR 97457 <br /> lll Phone: 541-863-5201 Fax: 541-863-6199 <br /> E-Mail:UTS(o,urcmail.net http://UmpquaTesiing.com <br /> CCB No. 188384 <br /> DAILY CONSTRUCTION INSPECTION REPORT <br /> Report Number: CF - 01 Page 1 of 4 <br /> Project: Horizontal Shear Test for Pre-Cast Footing UTS Project No: 849 <br /> Prime Contract: Cornerstone Foundation System LLC Sub Contract: N/A <br /> Contractor: Norris Strauch <br /> Sub-Contractors: N/A <br /> Inspector: Vern McDonald Date 1-23-13 <br /> Conditions: <br /> Weather Raining Ground wet/saturated <br /> INSPECTORS COMMENTS: <br /> �/ Horizontal Shear Test for Precast Footing <br /> SFS 60 concrete panel installed on pre-cast 16" x 16" x 4" concrete footing pad. <br /> The CMU pad was places on 1000 PSF native soil. A steel spike anchor 'A "x 16" was driven <br /> through the pad into the ground to the depth of the spike flush with the top of the pad. The pad <br /> was a pre-drilled. A SFS 60 Panel was centered atop of the pad with a bottom connector fastened <br /> to the pad. The top of the panel was attached to a simulated rim joist with a dead load of 16001bs <br /> resting on top of the rim joist. <br /> A load of 1200 lbs. was placed at the 1 1/4" side of the panel by the use of a cable and series of <br /> pulleys. The load was maintained for ten minutes. Additional weight was added in increments <br /> of 200 or less lbs. until failure. Failure was determined when lateral movement of the panel <br /> exceeded three inches or pressure could not be maintained Three Tests were performed, the <br /> average load was 1700 lbs. <br /> Pictures and charts attached <br /> Inspector Name iL2..-/J''- 74( n a /c) Number( `(� /tt t/2 0/ <br /> Signature If Date / - 23 - /3 <br /> Form 146 11/16/10 51 <br />