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If UMPQU�A, Testing Service, LLC <br /> PO Box 609-6261IE Division St.,Myrtle Creek,OR 97457 <br /> Phone:541-863-52C I Fax: 541-863-6199 <br /> ` E-Mail:UTS@urcmpil.net http://UmpquaTesting.com <br /> ` CO3 No. 188384 <br /> annimm <br /> DAILY CONSTRUCTION INSPECTION REPORT <br /> Report Number: CF-02 Page 1 of 2 <br /> Project:_vertical Dress test 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 1/29/13 &2-1-1 <br /> Conditions: <br /> Weather inside Bldg. 42 deg F Ground dry <br /> L INSPECTORS COMMENTS: <br /> �/ Vertical Press Test(See Attached Pictures) <br /> Wedge Set test under panel and panel compression test <br /> A pair of concrete wedges 2 %z" wide, 4" long, %z" hick was placed at the bottom of the test <br /> panel. The wedges were centered at the bottom of a 1'?"wide, 32"tall 11/2"thick concrete panel. <br /> Hydraulic pressure was applied to the 4"Hydraulic cylinder at the top of the panel. Three tests <br /> were performed with an average break at 800 PSI for a 10048 lb. load. <br /> Failure was always with a burst, crumbling the cone]ete panel around the wedge set. With the <br /> concrete panel in contact with the footing, additional hydraulic pressure was applied until <br /> complete failure was achieved The average of three-.ests to complete failure was 2233 psi for <br /> an average load of 28051 lbs. <br /> 416, E'1 !; ti F , <br /> Inspector Name C" , � r�� l ;. � � Number .C1' C°� �. 5I <br /> Signature iA. k - � _-^'� Date 2 is / a <br /> Form 146 11/16/10 2D <br />