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<br /> <br />UNIVERSAL <br /> <br />Project No.: <br />Report No.: <br />Date: <br /> <br />80043-001-01 <br />DR #2 <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, Fill <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 />3 <br />4 <br />5 <br /> <br />20'N, 20'E of SW building corner <br />20'N, 60'E of SW building corner <br />60'N, 40'E of SW building comer <br /> <br />+1 <br />+1 <br /> <br />110.0 <br />110.0 <br />110.0 <br /> <br />12.0 <br />12.0 <br />12.0 <br /> <br />110.8 <br />108.2 <br />109.9 <br /> <br />6.1 <br />7.4 <br />8.2 <br /> <br />100.7 <br />98.3 <br />99.9 <br /> <br />+1 <br /> <br />Technician: Chris Haley <br /> <br />Reviewed By I <br />Universal Engineering Sciences, Inc. <br /> <br />cc: <br /> <br />CHent (2) <br /> <br />Wayne Pandorf, P.E. <br />Tampa Regional Manager <br />Registered Professional Engineer No. 30254 <br />