Loading...
HomeMy WebLinkAbout205107-1d 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 DATE TESTED:KSM JOB #:205107-1d/CH/cv PERMIT #:NUC #417 CONTRACTOR:Brett Webster Tractor Inc.Nuc Model:3500 JOB LOCATION:7369 Commercial Circle Nuc Serial #:3417 Fort Pierce, Florida ITEM TESTED:Driveway TEST LOCATION OF SAMPLE DEPTH PEN READ DRY DENSITY MAX. DRY PROCTOR VALUE (P.C.F) PERCENT COMPACTION 1. S.W.0" - 12"44 108.0 110.8 97.5% 2. Center "40 107.3 "96.8% 3. N.E."43 107.7 "97.2% Soil Description: Brown Sand In Place Moisture: 12.4% Proctor Optimum Moisture: 12.0% Proctor Max. Dry Density: P.C.F. 110.8 @ Test Locations the Density & Penetrometer readings indicate the Degree of Compaction Meets Minimum Requirement for Unstaked Foundation Respectfully Submitted: Bryan E. Dahlke, P.E. V.P. of Engineering PE # 81439 10/15/2020 Email to: brett.webster@yahoo.com; St. Lucie County Building Department SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 6938 October 14, 2020 1910-0599 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 105.0 106.0 107.0 108.0 109.0 110.0 111.0 112.0 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