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<br />1esr Ie!! 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 />FJ. Eisler Tractor Service <br /> <br />PROJECT NO: <br /> <br />TL-9068 <br /> <br />CLIENT: <br /> <br />DATE: <br /> <br />June 22, 2004 <br /> <br />TEST LOCATION DEPTH DENSITY MOISTURE COMPACTION COMPACTION REMARKS <br />NO. WET DRY 0/0 TEST NO. % <br /> (pet) (pet) <br /> Fill Material - 95% Req'd. <br /> Building No.4 slab area <br />18 5' W. and 5' N. ofSE corner 0-12" 128.5 115.2 11.5 I 97 Thickness of fill <br /> . approximately 2V,' <br />19 Center of slab 0-12" 128.9 114.3 12.8 I 96 Thickness offill <br /> approximately 2 y,o <br />20 5' S. and 10' E. ofNW corner 0-12" 129.2 115.5 11.9 I 97 Thickness of fill <br /> approximately 2\1, <br /> DATE SAMPLED: <br /> 06/17/04 <br /> <br />COMPACTION MAXIMUM DRY OPTIMUM <br />TEST NO. DENSITY (pet) MOISTURE <br /> % <br />I 119.3 13.5 <br /> <br />REPORTS TO: <br />F.J. Eisler Tractor Service <br />Attn: Mr. Fred Eisler (2) <br /> <br />1151018.020 fdt <br /> <br />