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<br />'E&r Ie!! IN!: <br /> <br />GEOTECHNICAl!. & MATERIALS <br />ENGINEERING, TESTING & 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 />F.J. 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 .x. TEST NO. IYtI <br /> (pet) (pet) <br /> Fill Material - 95 'v" Rcq'd. <br /> Building No.3 slab area <br />12 5' S. and 15' W. of NE comer 0-12" 127.4 114.1 11.7 1 96 Thickness of till <br /> approximately 2Y:i <br />13 Center of slab 0-12" 127.7 113.6 12.4 1 95 Thickness of till <br /> approximately 2Y,' <br />14 5' N. and 15' E. ofSW comer 0-12" 128.7 114.4 12.5 I 96 Thickness of till <br /> approximately 2Y,' <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 />IIs1012-014fdt <br /> <br />~ <br /> <br />'TEST LAB, INC;~ ~" <br />