Laserfiche WebLink
<br />'E&r Ie!! IN~ <br /> <br />GEOTECHNICAL & MATERIALS <br />ENGINEERING, TESTING & INSPECTION <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.J. Eisler Tractor Service <br /> <br />PROJECT NO: <br /> <br />TL-9068 <br /> <br />CLIENT: <br /> <br />DATE: <br /> <br />June 9, 2004 <br /> <br />TEST LOCATION DEPTH DENSITY MOISTURE COMPACTION COMPACTION REMARKS <br />NO. WET DRY (Yo TEST NO. ~) <br /> (pel) (pel) <br /> Fill Material - 9S'X. Req'd. <br /> Building No.2 slab area <br /> Retest of Test No.4 <br />9 6' S. and 10' E. of NW comer 0-12" 127.0 1 ]3.3 12.] I 95 Thickness of fj 11 <br /> of building approximately I y,' <br /> Retest of Test No.5 <br />10 Center of building 0-12" 127.2 113.5 12.1 I 95 Thickness of till <br /> approximately I Yz' <br /> Retest of Test No.6 <br />II 6' N. and (,' W. of SE comer 0-12" 126.6 116.5 8.7 J 98 Thickness of till <br /> of building approximately I Y,' <br /> DATE SAMPLED: <br /> 6/08/04 <br /> <br />COMPACTION MAXIMUM DRY OPTIMUM <br />TEST NO. DENSITY (pel) 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 />d,1I004-006 I'd.. <br /> <br />~r/? <br />/ ~~- <br />TE~." LAB, INC."4~;p <br />