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<br /> <br />UNIVERSAL <br /> <br />ENGINEERING SCIENCES <br />Consultants In: Geotechnical Engineering. Environmental Sciences. <br />Construction Materials Testing. Threshold Inspections <br /> <br />5804 Breckenridge Parkway. Suite E · Tampa, FL 33610 · (813) 740-8506 · FAX (813) 740-8706 <br /> <br />Project No.: <br />Lab No.: <br />Date 1st Issue: <br />Final Issue: <br /> <br />80043-001-01 , <br />9 <br />June 22, 1998 <br />July 13,1998 <br /> <br />COMPRESSIVE STRENGTH OF <br />6" X 12" CONCRETE TEST SPECIMENS <br /> <br />Client: <br /> <br />Project: <br /> <br />J. Raymond & Associates <br />Attn: Mr. Russ Suddeth <br />280 South SR 434, Suite 2041 <br />Altamonte Springs, Florida 32714 <br /> <br />Eckerd Drugs Store, Zephyrhills, Florida <br /> <br />DESIGN Specified Strength: 4,000 psi at 28 days <br />DATA Mix Design No. 1176517 <br /> Date Sampled: 6/05/98 Time Sampled: 2:30 p.m. <br /> Sampled By: C.H. Slump: 3.0 in. <br />FIELD Truck No.: 8487 Air Content (by volume): N/S% <br />& Ticket No.: 4223240 Concrete Temperature: 870F <br />LAB Time Batched: N/S No. of Cylinders Cast: 4 <br />DATA Quantity of Load: 16 cu.yds. Ambient Temperature: 98 OF <br /> Water Added At Site: -gals. - cu.yds. Water Added By: N/S <br /> Contractor: J. Raymond & Assoc. Weather Condition: Sunny <br /> Supplier: Rinker Admixture: N/S <br /> Location of Placement: I Interior, south rake beam at canopy <br /> Max. Test <br /> Age Type of Test Specimen Compressive Compressive <br /> Date Tested Days Fracture X-Sect. Area (in2) Load (Ibs.) Strength (psi) Average (psi) <br />RESULTS 6/12/98 7 3 28.27 127,500 4510 <br />of 7/03/98 28 3 28.27 150,000 5310 <br /> 5275 <br />TESTING 7/03/98 28 3 28.27 148,000 5240 <br /> H <br />REMARKS This Form Conforms With ASTM C-39 <br /> t Sample taken at 2 cu.yds. <br /> <br />[JQJ[QB[[] <br /> <br />1 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar <br />H = Hold, CB = Comer Break <br /> <br />Technician: Chris Haley <br /> <br />Reviewed By, <br />Universal Engineering Sciences, Inc. <br /> <br />CC: Client (2) <br /> <br />