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HomeMy WebLinkAbout205487-1d compaction - signedHeadquarters 11345 U.S. Highway 1 Sebastian, FL. 32958 Orlando 723 Progress Way Sanford, FL. 32771 Mailing PO Box 78-1377 Sebastian, FL. 32978 Phone: 772-589-0712 C.A.# 5693 KSMengineering.net DATE TESTED:KSM JOB #:205487-1d/CH/cv PERMIT #:NUC #417 CONTRACTOR:Wynne Development Corp.Nuc Model:3500 JOB LOCATION:11 Verde Vista Nuc Serial #:3417 Spanish Lakes Country Club Village Fort Pierce, Florida ITEM TESTED:Compacted Foundation Fill TEST LOCATION OF SAMPLE DEPTH PEN READ DRY DENSITY MAX. DRY PROCTOR VALUE (P.C.F) PERCENT COMPACTION 1. S.W.0" - 12" 50+111.6 113.7 98.2% 2. Center ""110.8 "97.4% 3. N.E.""111.2 "97.8% Soil Description: Brown Sand with Some Rock In Place Moisture: 12.4% Proctor Optimum Moisture: 11.0% Proctor Max. Dry Density: P.C.F. 113.7 @ Test Locations the Density & Penetrometer readings indicate the Degree of Compaction Meets Minimum Requirement for Unstaked Foundation Respectfully Submitted: Bryan E. Dahlke, P.E. V.P. of Engineering PE # 81439 11/3/2020 Email to: dotty@wynnebc.com; St. Lucie County Building Department SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 6938 November 2, 2020 2009-0416 Disclaimer:Contractor is responsible to maintain the tested area in the condition that KSM completed the indicated passed compaction test. KSM is not responsible if the tested area has been altered from the approved inspected condition. Proudly Serving Florida since 1990 109.0 110.0 111.0 112.0 113.0 114.0 115.0 6 7 8 9 10 11 12 13 14 W E I G H T P . C . F . D R Y Moisture -% of Dry Weight