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Home My WebLink About217115-1d 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 September 10, 2021 KSM JOB # :217115-1d/BS/ah CONTRACTOR:St. Lucie Site Development P.O. Box 1132 Fort Pierce, Florida JOB LOCATION:8004 Hamilton Avenue Fort Pierce, Florida PERMIT #:21060222 Respectfully, PE # 68366 09/10/21 To Whom it may concern, Enclosed, please find the nuclear density test results performed on the Compacted Foundation Fill - 3 Lifts at the above referenced project. Should you have any questions, please feel free to contact our office. Julie E. Keller, P.E. President 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 County Building Department; slsdevinc@aol.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 #:217115-1d/BS/ah NUC #528 Nuc Model:MC-1DR-P Nuc Serial #:MD049528 8004 Hamilton Avenue Fort Pierce, Florida Compacted Foundation Fill - 3 Lifts DEPTH PEN READ DRY DENSITY MAX. DRY PROCTOR VALUE (P.C.F) PERCENT COMPACTION 1 S.W.0" - 12"40 109.0 112.4 97.0% 2 Center "45 110.7 "98.5% 3 N.E."45 111.0 "98.8% 4 N.W.12" - 24"40 108.7 "96.7% 5 S.E."40 109.4 "97.3% 6 N.W.24" - 36"45 110.2 "98.0% 7 S.E."45 110.0 "97.9% Proctor Optimum Moisture: Proctor Max. Dry Density: P.C.F. @ Test Locations the Density & Penetrometer readings indicate the Degree of Compaction Meets Minimum Requirement 9/10/2021 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: 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. Soil Description: Proudly Serving Florida since 1990 Certified Women Owned Business - WBE 11.0% PE # 68366 for Unstaked Foundation 112.4 TEST LOCATION OF SAMPLE JOB LOCATION: Brown Gray Sand with CONTRACTOR:St. Lucie Site Development SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 6938 DATE TESTED:September 9, 2021 Traces of Rock In Place Moisture: PERMIT #:21060222 Email: St. Lucie County Building Department; slsdevinc@aol.com 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 # :217115-1d/BS/ah PERMIT #:21060222 CONTRACTOR:St. Lucie Site Development JOB LOCATION:8004 Hamilton Avenue Fort Pierce, Florida Soil Description: Brown Gray Sand with Traces of Rock Proctor Optimum Moisture: 12.0% Proctor Max. Dry Density: P.C.F. 112.4 Julie E. Keller, P.E. President PE # 68366 9/10/2021 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 September 9, 2021 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