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HomeMy WebLinkAbout99090151- KSM SOIL COMPACTION REPORTBY St. Lucie CountV Ksiff K7L ER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. P.O. OX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (561) 589-0712 MELBOURNE (407) 768-8488 FAX (561) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 TESTED : October 27, 1999 JOB ## 991785-1D PE''MIT # 99©90'151 i CONTRACTOR John Lloyd JO LOCATION: 5400 Echo Pine Circle West Lot 109, Holiday Pines St. Lucie County, Florida D RUE AMC p D NOV - 11999 fP'UBLOC W11 ORKS ST. LUCEE C®BAR"V, IFFL I M :TESTED Compacted -Foundation Fill- ---------------.---._r------ ------------------------------------------ T IT LOCATION DEPTH PEN DRY MAX. DRY PERCENT F.SAMPLE - READ DENSITY PROCTOR VALUE COMPACTION -°---------------------�--------------------------------------------- S.W. 0" 12 40 108.1 111.9 96.6 N.W.' 36 107.1. 95.7 Center 34 106.9 95.5 40 107.4 `• 95.9 42 108.4 96. 8 S,il Description:, 112.0------I---�------I---I---I Brown Sand W E 111.0 I___I___I___ _-_ I Place Moisture: I 7.6 Percent G 110.0---�---I--I---I---I-- I ---I H 90l1timum Moisture: T 109.0 112.0 Percent P. 108.0 x. Dry Density: C. 111.9 P.C.F. F. 107.•0 IITest Locations The D 106.0 I---�--------I---I---� --I ensity Readings Indicate R e Degree of Compaction Y 105.0---------------�---� --� etas Minimum Required On st�ke'&,Fo>;zn n. 8• 9 10 11 12 13 14. 15 sp tfu itt d: Moisture - % Of Dry Weight -U c �ouny� i. 9 1