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<br />'e&r ~ IN!: <br /> <br />GEOTECHNICAL & MATERIALS <br />ENGINEERING, TESllNG & INSPECllON <br />P.O. BOX 15732. TAMPA, FLORIDA 33684. 813/872-7821 <br /> <br />FIELD DENSITY TESTS <br />(Nuclear Density Gauge Method) <br /> <br />PROJECT: <br /> <br />Backtel Duplex Project <br />Zephyrhills, Florida <br /> <br />F.I, Eisler Tractor Service <br /> <br />PROJECT NO: <br /> <br />TL-9068 <br /> <br />CLIENT: <br /> <br />DATE: <br /> <br />June 11,2004 <br /> <br />TEST LOCATION DEPTH DENSITY MOISTURE COMPACTION COMPACTION REMARKS <br />NO, WET DRY (y;) TEST NO. (~) <br /> (pef) (pef) <br /> Fill Materia] - 9S'l{. Req'd, <br /> Building No. I slab area <br /> Retest of Test No, 7 <br />15 6' N. and 6' E. of SW corner 0.]2" ]28.2 115.2 11.3 ] 97 Thickness of till <br /> of building approximately 2W <br /> Retest of Test No.8 <br />16 Center of building 0-12" 128.7 ] ]5.6 ]1.3 I 97 Thickness of till <br /> approximately 2Y) <br />17 5' S. and 15' E. of NW comer 0-12" 128.2 1]3.9 12.6 I 95 Thickness of ti 11 <br /> approximately 2W <br /> DATE SAMPLED: <br /> 06/08/04 <br /> <br />COMPACTION MAXIMUM DRY OPTIMUM <br />TEST NO, DENSITY (pef) MOISTURE <br /> (~) <br />1 ] 19.3 13.5 <br /> <br />REPORTS TO: <br />FJ. Eis]er Tractor Service <br />Attn: Mr. Fred Eisler (2) <br /> <br />IIs1015-017 fdt <br /> <br />~~ <br />- .~.. ~~ <br />~ .. ~A7~ <br />TEST LAS, 'NC~, /7.:.*~ <br />