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HomeMy WebLinkAbout2110317-1d 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 #:2110317-1d/BS/jam NUC #456 Nuc Model:MC-1 Elite Nuc Serial #:31456 4921 Southwind Trail Fort Pierce, Florida Compacted Foundation Fill - 1st Lift DEPTH PEN READ DRY DENSITY MAX. DRY PROCTOR VALUE (P.C.F) PERCENT COMPACTION 1 S.W.0" - 12"45 107.8 109.4 98.5% 2 N.W.""108.4 "99.1% 3 Center ""108.0 "98.7% 4 N.E.""107.4 "98.2% 5 S.E.""106.9 "97.7% Proctor Optimum Moisture: Proctor Max. Dry Density: P.C.F. @ Test Locations the Density & Penetrometer readings indicate the Degree of Compaction Meets 12/15/2021 Certified Women Owned Business - WBE Minimum Requirement for Unstaked Foundation In Place Moisture: Geotechnical Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 6938 December 14, 2021DATE TESTED: 10.4% 12.0% Brown Sand Respectfully Submitted: ITEM TESTED: 109.4 TEST LOCATION OF SAMPLE Proudly Serving Florida since 1990 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. PERMIT #: CONTRACTOR:B & D Grading 2108-0301 Julie E. Keller, P.E. President Soil Description: JOB LOCATION: Email to: bdgrading@att.net PE # 68366 Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing 104.0 105.0 106.0 107.0 108.0 109.0 110.0 111.0 8 9 10 11 12 13 14 W E I G H T P . C . F . D R Y Moisture -% of Dry Weight