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<br />t"t!~;1 <br />K~. <br /> <br />Professional Service Industries, Inc. <br /> <br />REPORT OF FIELD COMPACTION TESTS <br /> <br />TESTED FOR <br /> <br />Ossi Construction <br />4419 N. Hubert <br />Suite R <br />Tampa, Florida 33614 <br />Attention: Mr. Robert Ossi <br /> <br />PROJECT 6425 Brentwood Road <br /> <br />DATE <br /> <br />05-31-94 <br /> <br />OUR REPORT NO 779-40115-2 <br /> <br />TeST DATA: <br /> <br /> TEST ~ SOIL 10 UAXIMUM WATER IN PLACE PER CENT . <br /> DATE lAB DRy DRy CO......E N T <br /> NO DEPTH NUMBER DE NSlfY CONTENr DENSITy COMPACTIQN <br />1 05-31-94 0-1 109.1 11.8 106.0 97.1 6AC <br />2 05-31-94 0-1 109.1 9.3 106.2 97.3 6AC <br />TeST lOCATION: Subgnu:le Soils ' <br />1 18' North & 36' West of Southeast comer of pool deck <br />2 42' North & 24' West of Southeast comer of pool deck <br /> <br />NOTES <br /> <br />DENSITIES SHOWN Lbs per cubiC 1001 <br />WA TER CONTENT Per Cent of dry weight <br />PERCENT COMPACTION Based on maxImum d,y <br />denSity obtained on sample IndICated by <br />,$011 JD nll,mbE\( . <br />Depm Or teSt rererenced m feet <br />o = Top of subgrade <br />Minimum compaction requirement: <br />95 % of a Modified Proctor <br /> <br />, FILL MA TERIAL <br />2 BACKFILL <br />J BASE COURSE <br />4 SUBBASE <br />5 SOIL CEMENT <br />6 OTHER <br /> <br />A. TEST RESULTS COMPLY WITH SPECIFICATIONS <br />8, TEST RESULTS DO NOT COMPLY <br />WITH SPECIFICATIONS <br />C. TEST 15 AFTER RECOMPACTION <br />Technician: JP <br /> <br />REMARKS: <br /> <br />Respectfully submitted, <br />Professional Service Industries, Inc. <br /> <br />negn01 Benjamin Center Dr., Suite 112 · Tampa, FL 33634 · Phone: 813/886-1075 . Fax: 813/888-6514 <br />PSI "",100.2 ('1) <br />