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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 #: 210475-1d/CH/jo PERMIT #:NUC #417 CONTRACTOR:Louden Bonded Pools Nuc Model:3500 JOB LOCATION:3371 Hatcher Street Nuc Serial #:3417 Fort Pierce, Florida ITEM TESTED:U Shape Footer on South Side of Pool Shell TEST LOCATION OF SAMPLE DEPTH PEN READ DRY DENSITY MAX. DRY PROCTOR VALUE (P.C.F) PERCENT COMPACTION 1. N.E.0" - 12"50+104.9 107.3 97.8% 2. Center ""105.3 "98.1% 3. N.W.""105.1 "97.9% Soil Description: Grayish Brown Sand In Place Moisture: 7.9% Proctor Optimum Moisture: 12.0% Proctor Max. Dry Density: P.C.F. 107.3 @ Test Locations the Density & Penetrometer readings indicate the Degree of Compaction Meets Minimum Requirement Respectfully Submitted: Bryan E. Dahlke, P.E. V.P. of Engineering PE # 81439 1/20/2021 Email to: St Lucie Building Department; loudenmary@aol.com SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 6938 January 19, 2021 2008-0366 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 104.0 105.0 106.0 107.0 108.0 109.0 9 10 11 12 13 14 15 W E I G H T P . C . F . D R Y Moisture -% of Dry Weight