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Home My WebLink AboutG 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 April 29, 2021 KSM JOB # :213200-1d/CF/jo 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 04/29/21 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 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 Geotechnical Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting 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 #:213200-1d/CF/jo 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+111.4 115.6 96.4% 2 N.W.""111.1 "96.1% 3 Center ""110.7 "95.8% 4 N.E.""110.3 "95.4% 5 S.E.""111.0 "96.0% 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 4/29/2021 Soil Description: Proudly Serving Florida since 1990 Certified Women Owned Business - WBE 8.4% PE # 81439 115.6 TEST LOCATION OF SAMPLE JOB LOCATION: Dark Gray Sand w/ Silt CONTRACTOR:Villadelta Construction Corp ITEM TESTED: SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 6938 DATE TESTED:April 26, 2021 PERMIT #:2101-0339 In Place Moisture: Email: St Lucie Building Department; yvonne@villadelta.com 11.9% 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. 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:April 26, 2021 KSM JOB # :213200-1d/CF/jo PERMIT #:2101-0339 CONTRACTOR:Villadelta Construction Corp JOB LOCATION:Lot 1, Noble Oaks Lane Noble Oak Estates Fort Pierce, Florida Soil Description: Dark Gray Sand w/ Silt Proctor Optimum Moisture: 11.9% Proctor Max. Dry Density: P.C.F. 115.6 Bryan E. Dahlke, P.E. V.P. of Engineering PE # 81439 4/29/2021 Geotechnical Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting 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 110.0 111.0 112.0 113.0 114.0 115.0 116.0 117.0 6 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