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HomeMy WebLinkAboutCompaction TestHeadquarters 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 #:211132-1d/JM/ah PERMIT #:NUC #215 CONTRACTOR:Adams Homes Nuc Model:MC-1DR-P JOB LOCATION:5349 San Benedeto Place Nuc Serial #:MD80404215 Lot 13, Block 5, Waterstone Ft. 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. South 0" - 12"10 105.1 109.5 96.0% 2. West "11 107.5 "98.2% 3. Center "10 106.2 "97.0% 4. North "14 108.6 "99.2% 5. East "12 108.3 "98.9% Soil Description: Brown Sand In Place Moisture: 15.3% Proctor Optimum Moisture: 13.0% Proctor Max. Dry Density: P.C.F. 109.5 @ Test Locations the Density & Penetrometer readings indicate the Degree of Compaction Meets Minimum Requirement for Staked Foundation Respectfully Submitted: Bryan E. Dahlke, P.E. V.P. of Engineering PE # 81439 2/11/2021 Email to: St. Lucie County Building Department ; rick.johnson@adamshomes.com SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 6938 February 10, 2021 2012-0194 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 105.0 106.0 107.0 108.0 109.0 110.0 9 10 11 12 13 14 15 W E I G H T P . C . F . D R Y Moisture -% of Dry Weight