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HomeMy WebLinkAbout216298-1d 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 KSM JOB #:216298-1d/BS/ah NUC #528 Nuc Model:MC-1DR-P Nuc Serial #:MD049528 5416 Lugo Street Lot 11, Block 1 Fort Pierce, Florida Compacted Foundation Fill DEPTH PEN READ DRY DENSITY MAX. DRY PROCTOR VALUE (P.C.F) PERCENT COMPACTION 1 N.E.0" - 12"45 106.3 108.5 98.0% 2 S.E.""105.8 "97.5% 3 Center ""107.2 "98.8% 4 S.W.""106.1 "97.8% 5 N.W.""105.7 "97.4% Proctor Optimum Moisture: Proctor Max. Dry Density: P.C.F. @ Test Locations the Density & Penetrometer readings indicate the Degree of Compaction Meets 8/12/2021 for Staked Foundation JOB LOCATION: 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 Brown Sand In Place Moisture: SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 6938 August 11, 2021DATE TESTED: PERMIT #: CONTRACTOR:Adams Homes 2103-0849 Julie E. Keller, P.E. President Soil Description: ITEM TESTED: 108.5 TEST LOCATION OF SAMPLE Email to: St. Lucie County Building Department; rick.johnson@adamshomes.com PE # 68366 10.0% 12.0% Respectfully Submitted: 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. Proudly Serving Florida since 1990 Certified Women Owned Business - WBE Minimum Requirement 103.0 104.0 105.0 106.0 107.0 108.0 109.0 110.0 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