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HomeMy WebLinkAbout218614-1d 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 #:218614-1d/AH/bm NUC #240 Nuc Model:MC-1 Elite Nuc Serial #:31240 8048 Plantation Lakes Drive Port St Lucie, Florida Compacted Foundation Fill DEPTH PEN READ DRY DENSITY MAX. DRY PROCTOR VALUE (P.C.F) PERCENT COMPACTION 1 S.W.0" - 12"40+ D 108.9 111.8 97.4% 2 N.W.""109.6 "98.0% 3 Center ""111.4 "99.6% 4 N.E.""109.2 "97.7% 5 S.E.""108.3 "96.9% Proctor Optimum Moisture: Proctor Max. Dry Density: P.C.F. @ Test Locations the Density & Penetrometer readings indicate the Degree of Compaction Meets 11/9/2021 Email to: bdgrading@att.net PE # 68366 Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing Soil Description: JOB LOCATION: PERMIT #: CONTRACTOR:B & D Grading 2106-0506 Julie E. Keller, P.E. President Respectfully Submitted: ITEM TESTED: 111.8 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. SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 6938 October 20, 2021 November 9, 2021 DATE TESTED: 9.7% 12.0% Brown Sand with Some Clay REVISED: PERMIT ADDED Certified Women Owned Business - WBE Minimum Requirement for Unstaked Foundation In Place Moisture: Geotechnical Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting 106.0 107.0 108.0 109.0 110.0 111.0 112.0 113.0 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