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<br /> <br />UNIVERSAL <br /> <br />Project No.: <br />Report No.: <br />Date: <br /> <br />80043-001-01. <br />DR#5 <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: <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: <br /> <br />Building Pad, Fill <br /> <br />Reference <br />Datum: <br /> <br />o = 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 />4/29/98 <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 />18 15'E, 15'N of SW corner of building +2 110.0 12.0 109.1 5.6 99.2 <br /> pad <br />19 15'W, 15'N of SE corner of building +2 110.0 12.0 105.8 4.2 96.2 <br /> pad <br />20 40'N, 25'E of SW comer of building +2 110.0 12.0 108.6 4.9 98.7 <br /> pad <br /> <br />Technician: David Centeno <br /> <br />cc: <br /> <br />Client (2) <br /> <br />Reviewed By, <br />univers~Jineering Sciences, Inc. <br /> <br />$~E <br /> <br />Tampa Regional Manager <br />Reaistered Professional Enaineer No 30254 <br />