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Home My WebLink AboutKSM NUCLEAR DENSITY TEST RESULTHeadquarters 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 18, 2022 KSM JOB # :2201701-1d/SS/jo CONTRACTOR:Grant Thurston JOB LOCATION:1845 S. Jenkins Road Ft. Pierce, Florida PERMIT #:2201-0407 Respectfully, PE # 68366 02/18/22 Julie E. Keller, P.E. President Email: ctgt0910@comcast.net 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 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. 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 #:2201701-1d/SS/jo NUC #456 Nuc Model:MC-1 Elite Nuc Serial #:31456 1845 S. Jenkins Road Ft. Pierce, Florida Compacted Foundation Fill DEPTH PEN READ DRY DENSITY MAX. DRY PROCTOR VALUE (P.C.F) PERCENT COMPACTION 1 N.W.0" - 12"50 112.5 113.3 99.3% 2 N.E."50 113.1 "99.8% 3 Center "50 112.7 "99.5% 4 S.E."50 111.9 "98.8% 5 S.W."50 112.0 "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 2/18/2022 Geotechnical Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting Proudly Serving Florida since 1990 Certified Women Owned Business - WBE Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing In Place Moisture: 9.2 % 10 % 113.3 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: ctgt0910@comcast.net JOB LOCATION: PERMIT #:2201-0407 Dark Brown Sand With Traces Of Clay SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 6938 DATE TESTED:February 16, 2022 Soil Description: CONTRACTOR:Grant Thurston ITEM TESTED: TEST LOCATION OF SAMPLE 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 16, 2022 KSM JOB # :2201701-1d/SS/jo PERMIT #:2201-0407 CONTRACTOR:Grant Thurston JOB LOCATION:1845 S. Jenkins Road Ft. Pierce, Florida Soil Description: Proctor Optimum Moisture: 10 % Proctor Max. Dry Density: P.C.F. 113.3 Julie E. Keller, P.E. President PE # 68366 2/18/2022 Certified Women Owned Business - WBE 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 Dark Brown Sand With Traces Of Clay 108.0 109.0 110.0 111.0 112.0 113.0 114.0 115.0 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