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HomeMy WebLinkAboutCompaction Test Headquarters � � ENGINEERI#',', Mailing 11345 U.S. Highway 1 PO Box 78-1377 Sebastian, FL. 32958Lf 4VA AND TESTI Sebastian, FL. 32978 Orlando Phone: 772-589-0712 723 Progress Way SOIL COMPACTION REPORT C.A.#5693 Sanford, FL. 32771 ASTM D 1557 and ASTM D 6938 KSMengineering.net DATE TESTED: May 4,2020 KSM JOB#: 202055-1d/CH/jo PERMIT#: 2002-0549 NUC# 417 CONTRACTOR: Wynne Development Nuc Model: 3500 JOB LOCATION: 34 Nogales Way Nuc Serial#: 3417 Spanish Lakes 1 Port St Lucie, Florida ITEM TESTED: Compacted Foundation Fill TEST LOCATION PEN DRY MAX. DRY PERCENT OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE(P.C.F) COMPACTION 1. S.W. 0"-12" 45 106.5 110.0 96.8% 2. N.W. 50 107.3 97.5% 3. Center 50 107.5 97.7% 4. S.E. 47 106.9 97.2 5. N.E. 45 106.6 96.9% Soil Description: 111.0 I Brown Sand with some WE I I I I I I Clay I I I I I I In Place Moisture: G j_ J. J.._..1. 9.8% H 110.0 �- _ . - . - - ._... T I I I I I Proctor Optimum Moisture: I I I I 12.0% P I I I I Proctor Max. Dry Density: P.C.F. C I 110.0 I I I I I F I I I I @ Test Locations the Density& Penetrometer readings indicate the 108.0 — — — D I I I I I Degree of Compaction Meets R I I I I I Minimum Requirement Y I I I I I for Staked Foundation 107.0 Respectfully Submitted: 9 10 11 12 13 14 15 Moisture-%of Dry Weight Disclaimer: Contractor is responsible to maintain oQ©9`��,� �;���� �A•.,e the tested area - in the condition that KSM ,•'�,1GEf11s :�4�� completed the indicated passed compaction test. p KSM is not responsible if.the tested area has been altered from the approved inspected condition. S ��-=yam•.._.—s„~•• P fte o. , �� ° ��0340 ,;,• 5/5/2020 Email to: St Lucie Building Department Proudly Serving Florida since 1990 L