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<br /> <br />UNIVERSAL <br /> <br />Project No.: <br />Report No.: <br />Date: <br /> <br />80043-001-01. <br />DR#3 <br />April 29, 1998 <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 />IN-PLACE DENSITY TEST REPORT <br /> <br />Client: J. Raymond & Associates <br />Attn: Mr. Russ Suddeth <br />280 South SR 434, Suite 2041 <br />Altamonte Springs, Florida 32714 <br /> <br />Project: Eckerd Drug Store, Zephyrhills, Florida <br /> <br />Area Tested: Building Pad, Native <br /> <br />Reference <br />Datum: 0 = Top of Native <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 />4/27/98 <br /> <br />Remarks: <br /> <br />The tests below meet the minimum 95 percent relative soil compaction requirement of Laboratory Proctor maximum <br />dry density. <br /> <br /> <br />6 40'E, 5'S of NW building corner 0 111.8 10.4 106.5 4.8 95.3 <br />7 40'E, 5'S of NW building corner -1 111.8 10.4 110.7 7.8 99.0 <br />8 40'S, 65'E of NW building corner 0 111.8 10.4 113.6 8.2 101.5 <br />9 40'S, 65'E of NW building corner -1 111.8 10.4 110.5 10.0 98.8 <br />10 100'S, 20'E of NW building corner 0 111.8 10.4 109.1 8.6 97.4 <br />11 100'S, 20'E of NW building corner -1 111.8 10.4 114.2 13.2 102.0 <br />12 120'S, 60'E of NW building corner 0 111.8 10.4 108.8 8.0 97.2 <br />13 120'S, 60'E of NW building comer -1 111.8 10.4 111.5 9.8 99.7 <br />14 60'S, 40'E of NW building corner 0 111.8 10.4 108.8 9.3 97.2 <br />15 60'S, 40'E of NW building corner -1 111.8 10.4 109.7 10.4 98.1 <br />Technician: Chris Haley <br /> Reviewed By, <br /> Universal Engineering Sciences, Inc. <br />ee: Client (2) ~ <br /> Tampa Regional Manager <br /> Registered Professional Engineer No. 30254 <br />