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Home My WebLink About213200-2d Compaction - signed.pdfHeadquarters 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 May 17, 2021 KSM JOB # :213200-2d/CF/bm CONTRACTOR:Villadelta Construction Corp 1425 SE Village Green Drive Port St Lucie, Florida JOB LOCATION:Lot 1, Noble Oaks Lane Noble Oak Estates Fort Pierce, Florida PERMIT #:2101-0339 Respectfully, PE # 81439 05/17/21 Geotechnical Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting Proudly Serving Florida since 1990 Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing Email: St Lucie Building Department; yvonne@villadelta.com Certified Women Owned Business - WBE To Whom it may concern, Enclosed, please find the nuclear density test results performed on the Compacted Foundation Fill at the above referenced project. Should you have any questions, please feel free to contact our office. 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 KSM JOB #:213200-2d/CF/bm NUC #234 Nuc Model:MC-DR Nuc Serial #:MD60308234 Lot 1, Noble Oaks Lane Noble Oak Estates Fort Pierce, Florida Compacted Foundation Fill DEPTH PEN READ DRY DENSITY MAX. DRY PROCTOR VALUE (P.C.F) PERCENT COMPACTION 1 S.W.0" - 12"50+110.9 112.7 98.4% 2 N.W.""111.3 "98.8% 3 Center ""110.2 "97.8% 4 N.E.""110.4 "98.0% 5 S.E.""109.8 "97.4% Proctor Optimum Moisture: Proctor Max. Dry Density: P.C.F. @ Test Locations the Density & Penetrometer readings indicate the Degree of Compaction Meets Minimum Requirement for Unstaked Foundation 5/17/2021 Email: St Lucie Building Department; yvonne@villadelta.com 12.0% Bryan E. Dahlke, P.E. V.P. of Engineering Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing Geotechnical Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting 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. In Place Moisture: ITEM TESTED: SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 6938 DATE TESTED:May 14, 2021 PERMIT #:2101-0339 TEST LOCATION OF SAMPLE JOB LOCATION: Brown Sand with Clay CONTRACTOR:Villadelta Construction Corp Soil Description: Proudly Serving Florida since 1990 Certified Women Owned Business - WBE 8.8% PE # 81439 112.7 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:May 14, 2021 KSM JOB # :213200-2d/CF/bm PERMIT #:2101-0339 CONTRACTOR:Villadelta Construction Corp JOB LOCATION:Lot 1, Noble Oaks Lane Noble Oak Estates Fort Pierce, Florida Soil Description: Brown Sand with Clay Proctor Optimum Moisture: 12.0% Proctor Max. Dry Density: P.C.F. 112.7 Bryan E. Dahlke, P.E. V.P. of Engineering PE # 81439 5/17/2021 SOIL COMPACTION REPORT ASTM D 1557 Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing Certified Women Owned Business - WBE Proudly Serving Florida since 1990 Geotechnical Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting 107.0 108.0 109.0 110.0 111.0 112.0 113.0 114.0 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