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<br />. , <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 />g <br /> <br />Project No.: <br />Report No.: <br />Date: <br /> <br />80043-00 1-0 ~ <br />DR #6 <br />May 6, 1998 <br /> <br />IN-PLACE DENSITY TEST REPORT <br /> <br />Client: <br /> <br />J. Raymond & Associates <br />Attn: Mr. Russ Suddeth <br />280 South SR 434, Suite 2041 <br />Altamonte Springs, Florida 32714 <br /> <br />Project: <br /> <br />Eckerd Drug Store, Zephyrhills, Florida <br /> <br />Area Tested: Footing, Subgrade <br /> <br />Reference <br />Datum: <br /> <br />o = Bottom of Footing Subgrade <br /> <br />Type of Test - Field: <br />Laboratory: <br /> <br />ASTM 0-2937 Drive Cylinder Method <br />ASTM 0-1557 Modified Proctor <br /> <br />Date Tested: <br /> <br />5/05/98 <br /> <br />Remarks: <br /> <br />The tests below meet the minimum 98 percent relative soil compaction requirement of Laboratory Proctor maximum <br />dry density. <br /> <br /> <br />21 Mezzanine Foundation (column pads) 0 110.0 12.0 109.1 4.8 99.2 <br />22 Mezzanine Foundation (column pads) 0 110.0 12.0 109.5 3.6 99.6 <br />23 Mezzanine Foundation (column pads) 0 110.0 12.0 111.1 5.2 101.0 <br />24 4'E, 6'S of southeast building corner 0 110.0 12.0 109.8 5.8 99.8 <br /> (column pads) <br />25 45'N, 5'E of southeast building corner 0 110.0 12.0 109.2 5.6 99.2 <br /> (column pads) <br />26 15'N, 5'E of southeast building corner 0 110.0 12.0 111.0 4.2 100.9 <br /> (column pads) <br />27 23'W, 5'S of southeast building corner 0 110.0 12.0 109.0 7.0 99.1 <br /> (column pads) <br /> <br />Technician: Chris Haley <br /> <br />cc: Client (2) <br /> <br /> <br />30254 <br />