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Home My WebLink AboutCompaction 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 February 15, 2022 KSM JOB # :2201600-1d/BS/dc CONTRACTOR:Rudy Rodriguez 3002 Lost Tree Blvd Fort Pierce, Florida JOB LOCATION:3110 S. 22nd Street Fort Pierce, Florida PERMIT #:2109-0353 Respectfully, PE # 68366 02/15/22 To Whom it may concern, Enclosed, please find the nuclear density test results performed on the House Pad at the above referenced project. Should you have any questions, please feel free to contact our office. Julie E. Keller, P.E. President Email: rrodriguez@racontractors.com 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 Certified Women Owned Business - WBE Proudly Serving Florida since 1990 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 #:2201600-1d/BS/dc NUC #456 Nuc Model:MC-1 Elite Nuc Serial #:31456 3110 S. 22nd Street Fort Pierce, Florida House Pad DEPTH PEN READ DRY DENSITY MAX. DRY PROCTOR VALUE (P.C.F) PERCENT COMPACTION 1 S.W.0" - 12"40 D 109.4 112.0 97.7% 2 N.W."40 D 108.6 "97.0% 3 Center "40 D 110.2 "98.4% 4 N.E."40 D 110.0 "98.2% 5 S.E."40 D 110.8 "98.9% Proctor Optimum Moisture: Proctor Max. Dry Density: P.C.F. @ Test Locations the Density & Penetrometer readings indicate the Degree of Compaction Meets Minimum Requirement 2/15/2022 PERMIT #:2109-0353 Brown Sand with Traces of Shell SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 6938 DATE TESTED:February 14, 2022 Soil Description: CONTRACTOR:Rudy Rodriguez ITEM TESTED: TEST LOCATION OF SAMPLE JOB LOCATION: Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing In Place Moisture: 9.9 % 10 % 112.0 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. For an Unstaked Foundation Julie E. Keller, P.E. President PE # 68366 Email: rrodriguez@racontractors.com Geotechnical Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting Proudly Serving Florida since 1990 Certified Women Owned Business - WBE 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:February 14, 2022 KSM JOB # :2201600-1d/BS/dc PERMIT #:2109-0353 CONTRACTOR:Rudy Rodriguez JOB LOCATION:3110 S. 22nd Street Fort Pierce, Florida Soil Description: Proctor Optimum Moisture: 10 % Proctor Max. Dry Density: P.C.F. 112.0 Julie E. Keller, P.E. President PE # 68366 2/15/2022 SOIL COMPACTION REPORT ASTM D 1557 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 Proudly Serving Florida since 1990 Brown Sand with Traces of Shell Certified Women Owned Business - WBE 107.0 108.0 109.0 110.0 111.0 112.0 113.0 5 6 7 8 9 10 11 12 13 W E I G H T P . C . F . D R Y Moisture -% of Dry Weight