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Home My WebLink About2110238-1d Compaction REVISED 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 REVISED: PERMIT ADDED December 20, 2021 KSM JOB # :2110238-1d/BS/jam CONTRACTOR:TNT Builders of Florida 981 S.W. Biltmore Street Port St. Lucie, FL 34983 JOB LOCATION:601 North 39th Street Fort Pierce, Florida PERMIT #:21040311 Respectfully, PE # 68366 12/20/21 Geotechnical Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting December 20, 2021 Certified Women Owned Business - WBE To Whom it may concern, Enclosed, please find the nuclear density test results performed on the Plumbing Trench for the Commercial Building at the above referenced project. Should you have any questions, please feel free to contact our office. Julie E. Keller, P.E. President Email: tntbuildersllc@comcast.net Proudly Serving Florida since 1990 Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing 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 #:2110238-1d/BS/jam NUC #456 Nuc Model:MC-1 Elite Nuc Serial #:31456 601 North 39th Street Fort Pierce, Florida Plumbing Trench Backfill DEPTH PEN READ DRY DENSITY MAX. DRY PROCTOR VALUE (P.C.F) PERCENT COMPACTION 1 S.W. Corner 0" - 12"35 103.2 106.6 96.8% Proctor Optimum Moisture: Proctor Max. Dry Density: P.C.F. @ Test Locations the Density & Penetrometer readings indicate the Degree of Compaction Meets Minimum Requirement 12/20/2021 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. 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 ITEM TESTED: Soil Description: TEST LOCATION OF SAMPLE Proudly Serving Florida since 1990 Certified Women Owned Business - WBE 10.8% PE # 68366 106.6 JOB LOCATION: Gray Sand CONTRACTOR:TNT Builders of Florida SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 6938 REVISED: PERMIT ADDED December 20, 2021 DATE TESTED:December 13, 2021 In Place Moisture: PERMIT #:21040311 Email: tntbuildersllc@comcast.net 12.0% Julie E. Keller, P.E. President 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 # :2110238-1d/BS/jam PERMIT #:21040311 CONTRACTOR:TNT Builders of Florida JOB LOCATION:601 North 39th Street Fort Pierce, Florida Soil Description: Gray Sand Proctor Optimum Moisture: 12.0% Proctor Max. Dry Density: P.C.F. 106.6 Julie E. Keller, P.E. President PE # 68366 12/20/2021 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 December 13, 2021 101.0 102.0 103.0 104.0 105.0 106.0 107.0 108.0 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