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HomeMy WebLinkAboutCompaction 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 DATE REVISED: DATE TESTED:KSM JOB #:204739-1d/CH/ct PERMIT #:NUC #417 CONTRACTOR:Vincent Cimino Nuc Model:3500 JOB LOCATION:6702 Donlon Road Nuc Serial #:3417 Ft. Pierce, Florida ITEM TESTED:Compacted Foundation Fill - House & Garage Pad Retest TEST LOCATION OF SAMPLE DEPTH PEN READ DRY DENSITY MAX. DRY PROCTOR VALUE (P.C.F) PERCENT COMPACTION 1. N.W.0" - 12"45 108.1 110.5 97.8% 2. N.E."47 108.4 "98.1% 3. Center "47 108.2 "97.9% 4. S.W."43 107.9 "97.6% 5. S.E."45 108.0 "97.7% Soil Description: Brown Sand with Some Shell In Place Moisture: 13.0% Proctor Optimum Moisture: 12.0% Proctor Max. Dry Density: P.C.F. 110.5 @ Test Locations the Density & Penetrometer readings indicate the Degree of Compaction Meets Minimum Requirement for Unstaked Foundation Respectfully Submitted: Julie E. Keller, P.E. President PE # 68366 10/30/2020 Email to: vincecimino@yahoo.com SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 6938 October 13, 2020 2005-0647 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. October 30, 2020 Proudly Serving Florida since 1990 105.0 106.0 107.0 108.0 109.0 110.0 111.0 112.0 9 10 11 12 13 14 15 W E I G H T P . C . F . D R Y Moisture -% of Dry Weight