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<br />g <br /> <br />UN.IVERSAL <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 />8 . <br />June 22, 1998 <br />July 6, 1998 <br /> <br />COMPRESSIVE STRENGTH OF <br />6" X 12" CONCRETE TEST SPECIMENS <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 />Client: <br /> <br />DESIGN Specified Strength: 3,000 psi at 28 days <br />DATA Mix Design No. N/S <br /> Date Sampled: 6/04/98 Time Sampled: N/S <br /> Sampled By: Contractor Slump: N/S in. <br />FIELD Truck No.: N/S Air Content (by volume): N/S % <br />& Ticket No.: N/S Concrete Temperature: N/soF <br />LAB Time Batched: N/S No. of Cylinders Cast: 3 <br />DATA Quantity of Load: 1 10 cu.yds. Ambient Temperature: N/S of <br /> Water Added At Site: - gals. - cu.yds. Water Added By: N/S <br /> Contractor: J. Raymond & Assoc. Weather Condition: N/S <br /> Supplier: N/S Admixture: N/S <br /> Location of Placement: I Tie Beams, drive thru <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 6/11/98 7 3 28.27 66,000 2330 <br />of 7/02/98 28 3 28.27 117,500 4160 <br /> 4130 <br />TESTING 7/02/98 28 3 28.27 116,000 4100 <br /> H <br />REMARKS This Form Conforms With ASTM C-39 <br /> 1 Sample taken at 2 cu.yds. <br /> Note: All information pertinent to concrete placement (slump, water, class, etc.) along with casting the test specimens. was <br /> prepared by the client. Universal Engineering Sciences is only responsible for the Compressive Strength Test. <br /> <br />~QJ[2JG[[] <br /> <br />1 = Cone, 2 = Cone & Split. 3 = Cone & Shear, 4 = Shear, 5 = Columnar <br />H = Hold, CB = Corner Break <br /> <br />CC: <br /> <br />Client (1) <br />City of Zephyrhills, Mr. Bill Burgess <br /> <br />Reviewed By. <br />Universal Engineering Sciences, Inc. <br /> <br /> <br />i&OCJ <br /> <br />Tampa Regional Manager <br />Registered Professional Engineer No. 30254 <br />