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HomeMy WebLinkAboutSoil Compaction ReportHeadquarters 11345 U.S. Highway 1 Sebastian, FL. 32958 Orlando 723 Progress Way Sanford, FL. 32771 DATE TESTED: PERMIT #: CONTRACTOR: JOB LOCATION: VILAC AVL ENGINEEF,--,]'1G AND TESTING SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 January 15, 2020 St Lucie Site Development 2908 Avenue Q Fort Pierce, Florida VOK-- U.M«g 1D U PO Box 78-1377 Sebastian, FL. 32978 Phone: 772-589-0712 C.A.# 5693 KSMengineering.net KSM JOB #: 200227-1d/MH/jo = (16 ZSC JAN 2 2 2020 ST. Lucie County, Permitting ITEM TESTED: Compacted Foundation Fill TEST LOCATION PEN DRY MAX. DRY PERCENT DEPTH OF SAMPLE READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION 1. N.W. 0" -12" 50 112.6 114.2 98.6% 2. N.E. 113.2 it 99.1% 3. Center 114.1 if 99.9% 4. S.W. 111.9 98.0% 5. S.E. 112.2 98.2% 116.0 - W E I I I I I Soil Description: Brown Clayed Sand with G 115.0 traces of Shell Fragments H I I I I I In Place Moisture: T I 114.0 4.9% P I I I I Optimum Moisture: I I I I 11.0% 113.0 i—..—.I—. I.—..—I.—..�.. .4 --- ---- Max. Dry Density: P.C.F. F I I I I I 114.2 D 112.0—.I—..—.I.—..—r.— ..�..—...t-...... @ Test Locations The Density & Penetrometer Readings Indicate the R I I I I I I I I I I 111.0 Degree of Compaction Meets 8 9 10 11 12 13 14 Minimum Required for Staked Foundation Moisture - % of Dry Weight �gss°,y Disclaimer: Contractor is responsible to maintain .Stl�` b `•�• v'`' �'• • ✓: n the tested area in the condition that KSM N �;�p,A .� completed the indicated passed compaction test. Y KSM. is not responsible if the tested area has been '©�'� eIT�F altered from the approved inspected condition. r, P'#, .i�l,t;l.� t 4 1/16/2020 Email t�,618519it'ti@aol.com Proudly Serving Florida since 1990