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<br />t"~;1 <br />K.g. <br /> <br />Professional Service Industries, Inc. <br />Jammal & Associates Division <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 <br /> <br />Silver Oaks Sub-Division <br /> <br />DATE <br /> <br />10-19-93 <br /> <br />OUR REPORT NO 779-30246-1 <br /> <br />TEST DATA: <br /> <br />TEST ~ SOIL 10 MAXIMUM WATER IN PLACE PER CENT <br />DATE LAB DRY DRY COMMENT. <br />NO DEPTH NUMBER DENSITY CONTENT DENSITY COMPACTION <br />1 10-19-93 -2-3 110.2 9.0 107.4 97.4 <br />2 10-19-93 -3-4 110.2 10.7 107.8 97.8 <br /> - <br /> <br /> : ~n;l", <br />1 18' E & 30' S of NW comer of house pad <br />2 18' E & 30' S of NW comer of house pad <br /> <br />TEST LOCATION <br /> <br />NOTES: DENSITIES SHOWN Lbs per cubiC foot <br />WATER CONTENT Per Cent 01 dry weight <br />PERCENT COMPACTION Based on maximum dry <br />density obtained on sample IndICated by <br />soli 10 number <br />REMARKS: Depth of test referenced in feet <br />o = Final Grade <br />Minimum compaction requirement: <br />95% of a Standard Proctor <br /> <br />1 FILL MATERIAL <br />2 BACKFILL <br />3 BASE COURSE <br />4 SUBBASE <br />5, SOIL CEMENT <br />6 OTHER <br /> <br />A. TEST RESULTS COMPLY WITH SPECIFICATIONS <br />B. TEST RESULTS DO NOT COMPLY <br />WITH SPECIFICATIONS <br />C. TEST IS AFTER RECOMPACTION <br /> <br />Technician: AR <br /> <br />Respectfully submitted. <br />Professional Service Industries, Inc. <br /> <br />PSI A-I 00-2 (t 1) k~1 Benjamin Center Drive, Suite 112 . Tampa, FL 33634 <br /> <br />. <br /> <br />Phone:813i~1075 <br /> <br />. <br /> <br />Fax: 813/888-6514 <br />