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Home My WebLink AboutKSM Nuclear Density TestHeadquarters 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 November 9, 2021 KSM JOB # :218977-1d/MH/jam CONTRACTOR:South Florida Land Clearing, Inc. 15701 Orange Avenue Fort Pierce, Florida 34945 JOB LOCATION:2080 Pulitzer Road Fort Pierce, Florida PERMIT #:2109-0690 Respectfully, PE # 68366 11/09/21 Proudly Serving Florida since 1990 Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing Email: sflcgw@gmail.com November 9, 2021 Certified Women Owned Business - WBE 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 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 #:218977-1d/MH/jam NUC #630 Nuc Model:MC-1DR-P Nuc Serial #:30630 2080 Pulitzer Road Fort Pierce, Florida House Pad DEPTH PEN READ DRY DENSITY MAX. DRY PROCTOR VALUE (P.C.F) PERCENT COMPACTION 1 N.W.0" - 12"50 111.9 113.9 98.2% 2 N.E.""112.3 "98.6% 3 Center ""113.0 "99.2% 4 S.W.""112.9 "99.1% 5 S.E.""111.8 "98.2% 6 N.W.12" - 24"50 112.4 113.9 98.7% 7 N.E.""113.1 "99.3% 8 Center ""112.9 "99.1% 9 S.W.""112.8 "99.0% 10 S.E.""112.7 "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 11/9/2021 Email: sflcgw@gmail.com 10.0% Julie E. Keller, P.E. President SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 6938 REVISED: PERMIT ADDED November 9, 2021 DATE TESTED:November 1, 2021 In Place Moisture: PERMIT #:2109-0690 JOB LOCATION: Brown Clayed Sand CONTRACTOR:South Florida Land Clearing, Inc. 1st Lift 2nd Lift Proudly Serving Florida since 1990 Certified Women Owned Business - WBE 8.9% PE # 68366 for Unstaked Foundation 113.9 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 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 #:218977-1d/MH/jam NUC #630 Nuc Model:MC-1DR-P Nuc Serial #:30630 2080 Pulitzer Road Fort Pierce, Florida House Pad DEPTH PEN READ DRY DENSITY MAX. DRY PROCTOR VALUE (P.C.F) PERCENT COMPACTION 11 N.W.24" - 36"50 111.9 113.9 98.2% 12 N.E.""112.3 "98.6% 13 Center ""113.1 "99.3% 14 S.W.""113.1 "99.3% 15 S.E.""112.9 "99.1% 16 N.W.36" - 48"50 113.7 113.9 99.8% 17 N.E.""113.3 "99.5% 18 Center ""113.0 "99.2% 19 S.W.""113.1 "99.3% 20 S.E.""113.0 "99.2% Proctor Optimum Moisture: Proctor Max. Dry Density: P.C.F. @ Test Locations the Density & Penetrometer readings indicate the Degree of Compaction Meets Minimum Requirement 11/9/2021 Proudly Serving Florida since 1990 Certified Women Owned Business - WBE 10.0% 113.9 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 Unstaked Foundation Julie E. Keller, P.E. President PE # 68366 Email: sflcgw@gmail.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 Final Lift Soil Description: Brown Clayed Sand In Place Moisture: 8.5% ITEM TESTED: TEST LOCATION OF SAMPLE 3rd Lift CONTRACTOR:South Florida Land Clearing, Inc. JOB LOCATION: SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 6938 REVISED: PERMIT ADDED November 9, 2021 DATE TESTED:November 1, 2021 PERMIT #:2109-0690 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 # :218977-1d/MH/jam PERMIT #:2109-0690 CONTRACTOR:South Florida Land Clearing, Inc. JOB LOCATION:2080 Pulitzer Road Fort Pierce, Florida Soil Description: Brown Clayed Sand Proctor Optimum Moisture: 10.0% Proctor Max. Dry Density: P.C.F. 113.9 Julie E. Keller, P.E. President PE # 68366 11/9/2021 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 November 1, 2021 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