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98-7582
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1998
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98-7582
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Last modified
3/4/2009 3:17:04 PM
Creation date
8/22/2006 2:48:29 PM
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Building Department
Building Department - Doc Type
Permit
Permit #
98-7582
Building Department - Name
ECKARD DRUGS
Address
37943 EILAND BV
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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 />MC#2 . <br />June 22, 1998 <br />July 13, 1998 <br /> <br />COMPRESSIVE STRENGTH OF <br />MORTAR CUBES 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: 1,500 psi at 28 days <br />DATA Mix Design No. Unknown <br /> Date Sampled: 6/05/98 Time Sampled: 2:30 p.m. <br /> Sampled By: C.H. Slump: N/S in. <br />FIELD Truck No.: N/S Air Content (by volume): N/S% <br />& Ticket No.: N/S Concrete Temperature: N/S of <br />LAB Time Batched: N/S No. of Cubes Cast: 3 <br />DATA Quantity of Load: 'N/A cu.yds. Ambient Temperature: N/S of <br /> Water Added At Site: N/A gals N/A cu.yds Water Added By: N/S <br /> Contractor: J. Raymond & Assoc. Weather Condition: Sunny <br /> Supplier: Mixed on site Admixture: N/A <br /> Location of Placement: I 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 6/12/98 7 N/A 4.00 4,800 1200 <br />of 7/03/98 28 N/A 4.00 5,990 1500 <br /> 1610 <br />TESTING 7/03/98 28 N/A 4.00 6,890 1720 <br />REMARKS This Form Conforms With ASTM C-39 <br /> <br />~rn[ZJB[[J <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: <br /> <br />Client (1) <br />City of Zephyrhills, Mr. Bill Burgess <br /> <br /> <br />Wayne P ndort, . . <br />Tampa Regional Manager <br />Registered Professional Engineer No. 30254 <br />
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