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Home My WebLink AboutCompaction 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 February 17, 2021 KSM JOB # :211255-1d/CH/jo CONTRACTOR:RF Concrete Construction, Inc. P.O. Box 650789 Vero Beach, Florida JOB LOCATION:Maverick Boats 3054 Industrial 31st Street Fort Pierce, Florida PERMIT #:SLC 2011-0437 To Whom it may concern, Should you have any question, please feel free to contact our office. Respectfully, Bryan E. Dahlke, P.E. V.P. of Engineering PE # 81439 02/17/21 Email to: St Lucie Building Department; nancy@rfcconstruction.com; Terri@rfcconstruction.com Proudly Serving Florida since 1990 Enclosed, please find the nuclear density test results performed on the compacted foundation fill at the above referenced project. Headquarters 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 KSM JOB # :211255-1d/CH/jo SLC 2011-0437 NUC #417 RF Concrete Construction, Inc.Nuc Model:3500 Maverick Boats Nuc Serial #:3417 3054 Industrial 31st Street Fort Pierce, Florida 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"45+110.4 111.7 98.8% 2 Center ""111.0 "99.4% 3 N.E.""110.9 "99.3% 4 S.W.""110.4 "98.8% 5 Center ""110.4 "98.8% Proctor Optimum Moisture: @ Test Locations the Density & 2/17/2021 Proudly Serving Florida since 1990 PE # 81439 DATE TESTED: PERMIT #: CONTRACTOR: JOB LOCATION: ITEM TESTED: Degree of Compaction Meets Minimum Requirement 27 X 28 Concrete Slab SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 6938 Soil Description: Brown Sand with some Shell In Place Moisture: Proctor Max. Dry Density: P.C.F. 12.0% 7.4% February 16, 2021 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. 111.7 Penetrometer reading indicate the for Staked Foundation Bryan E. Dahlke, P.E. V.P. of Engineering Headquarters 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 # :211255-1d/CH/jo PERMIT #:SLC 2011-0437 CONTRACTOR:RF Concrete Construction, Inc. JOB LOCATION:Maverick Boats 3054 Industrial 31st Street Fort Pierce, Florida Soil Description: Brown Sand with some Shell Proctor Optimum Moisture: 12.0% Proctor Max. Dry Density: P.C.F. 111.7 Bryan E. Dahlke, P.E. V.P. of Engineering PE # 81439 2/17/2021 SOIL COMPACTION REPORT ASTM D 1557 Proudly Serving Florida since 1990 February 16, 2021 106.0 107.0 108.0 109.0 110.0 111.0 112.0 113.0 7 8 9 10 11 12 13 14 15 W E I G H T P . C . F . D R Y Moisture -% of Dry Weight