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Home My WebLink About 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 December 9, 2020 KSM JOB # :206307-1d/CH/jo CONTRACTOR:Heritage Contracting 4900 Conley Place Fort Pierce, Florida JOB LOCATION:3270 Hatcher Street Fort Pierce, Florida PERMIT #:2009-0504 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 12/09/20 Email to: St Lucie Building Department; paul.k.hcs@gmail.com Proudly Serving Florida since 1990 Enclosed, please find the nuclear density test results performed on the compacted foundation fill 1st and 2nd lifts 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 # :206307-1d/CH/jo 2009-0504 NUC #417 Heritage Contracting Nuc Model:3500 3270 Hatcher Street Nuc Serial #:3417 Fort Pierce, Florida Compacted Foundation Fill - 1st & 2nd Lift #TEST LOCATION OF SAMPLE DEPTH PEN READ DRY DENSITY MAX. DRY PROCTOR VALUE (P.C.F.) PERCENT COMPACTION 1 S.E.0" - 12"50+110.7 113.8 97.3% 2 S.W.""111.0 "97.5% 3 Center ""111.8 "98.2% 4 N.E.12" - 24""110.5 "97.1% 5 N.W.""111.3 "97.8% Proctor Optimum Moisture: @ Test Locations the Density & 12/9/2020 Proudly Serving Florida since 1990 PE # 81439 DATE TESTED: PERMIT #: CONTRACTOR: JOB LOCATION: ITEM TESTED: Degree of Compaction Meets Minimum Requirement SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 6938 Soil Description: Brown Sand with some Clay In Place Moisture: Proctor Max. Dry Density: P.C.F. 13.6% 12.6% December 8, 2020 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. 113.8 Penetrometer reading indicate the for Unstaked 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 # :206307-1d/CH/jo PERMIT #:2009-0504 CONTRACTOR:Heritage Contracting JOB LOCATION:3270 Hatcher Street Fort Pierce, Florida Soil Description: Brown Sand with some Clay Proctor Optimum Moisture: 13.6% Proctor Max. Dry Density: P.C.F. 113.8 Bryan E. Dahlke, P.E. V.P. of Engineering PE # 81439 12/9/2020 SOIL COMPACTION REPORT ASTM D 1557 Proudly Serving Florida since 1990 December 8, 2020 108.0 109.0 110.0 111.0 112.0 113.0 114.0 115.0 8 9 10 11 12 13 14 15 16 W E I G H T P . C . F . D R Y Moisture -% of Dry Weight