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Home My WebLink About214903-1d 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 KSM JOB # :214903-1d/JM/bm Atlantic Concrete Cutting & Breaking 2623 Hinda Road Lake Park, FL 33403 2603 Rolyat Street Fort Pierce, Florida 2104-0881 Respectfully, PE # 81439 07/14/21 REVISED: PERMIT ADDED June 30, 2021 CONTRACTOR: JOB LOCATION: PERMIT #: To Whom it may concern, Enclosed, please find the nuclear density test results performed on the Slab for the Metal Buildings at the above referenced project. Should you have any questions, please feel free to contact our office. Bryan E. Dahlke, P.E. V.P. of Engineering Proudly Serving Florida since 1990 Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing Email: atlconcut@gmail.com July 14, 2021 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 #:214903-1d/JM/bm NUC #215 Nuc Model:MC-1DR-P Nuc Serial #:MD80404215 2603 Rolyat Street Fort Pierce, Florida Slab for the Metal Buildings DEPTH PEN READ DRY DENSITY MAX. DRY PROCTOR VALUE (P.C.F) PERCENT COMPACTION 1 S.W.0" - 12"15D 100.2 104.1 96.3% 2 Center "15D 100.9 "96.9% 3 N.E."14D 99.6 "95.7% Proctor Optimum Moisture: Proctor Max. Dry Density: P.C.F. @ Test Locations the Density & Penetrometer readings indicate the Degree of Compaction Meets Minimum Requirement 7/14/2021 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 14.0% PE # 81439 for Staked Foundation 104.1 TEST LOCATION OF SAMPLE JOB LOCATION: Fine Tan Sand CONTRACTOR:Atlantic Concrete Cutting & Breaking SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 6938 REVISED: PERMIT ADDED July 14, 2021 DATE TESTED:June 30, 2021 In Place Moisture: PERMIT #:2104-0881 Email: atlconcut@gmail.com 13.0% Bryan E. Dahlke, P.E. V.P. of Engineering 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:June 30, 2021 KSM JOB # :214903-1d/JM/bm PERMIT #:2104-0881 CONTRACTOR:Atlantic Concrete Cutting & Breaking JOB LOCATION:2603 Rolyat Street Fort Pierce, Florida Soil Description: Fine Tan Sand Proctor Optimum Moisture: 13.0% Proctor Max. Dry Density: P.C.F. 104.1 Bryan E. Dahlke, P.E. V.P. of Engineering PE # 81439 7/14/2021 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 99.0 100.0 101.0 102.0 103.0 104.0 105.0 106.0 8 9 10 11 12 13 14 15 16 W E I G H T P . C . F . D R Y Moisture -% of Dry Weight