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HomeMy WebLinkAboutCompaction TestHeadquarters Ill CA 1 t ENGINEERING Mailing PO Box 78-1377 11345 U.S. Highway 1 Sebastian, FL. 32958 I%% AND TESTING ,2Orlando I%17 Phi5 ©w»28�9 723 Progress Way SOIL COMPACTION REPORT C.A.# 5693 Sanford, FL. 32771 ASTM D 1557 and ASTM D 6938 KSMengineering.net DATE TESTED: February 15, 2021 KSM JOB #: 211236-id/CH/ah PERMIT#: 20120719 NUC# 417 CONTRACTOR: Wynne Development Nuc Model: 3500 JOB LOCATION: 46 Sierra Del Norte Nuc Serial #: 3417 CC Village Ft. Pierce, 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.E. 0" - 12" 50+ 106.6 108.1 98.6% 2. S.W. 107.2 99.2% 3. Center 107.7 99.6% -4. N.E. 106.1 98.1% 5. N.W. 107.0 99.0% Soil Description: 109.0 1 I I I I 1 W Brown Sand E I I 1 I I I — — — 108-0 +-•—•�—••—�•... � =— In Place Moisture: 0 I I I I 1 10.4% H I I I I I T Proctor Optimum Moisture: 107.0 �----I—•--—••�••—••� • — a — 12.0% P I I I I I I Proctor Max. Dry Density: P.C.F. C I 1 I I I I 108.1 106.0 r .—." ..—�.—..�..—.. �..—.j—.._. F I I I I I I @ Test Locations the Density & Penetrometer readings indicate the 105.0 — — •—..—•. D .-'. Degree of Compaction Meets R I I I I I I Minimum Requirement Y - - - - - for 104.0 �—••— �— —� — — — �— — ""U''n��s�""t�aakedFoundation R�§ itll fw 'tted: N 8 9 10 11 12 13 14 �.� Digitally Moisture - /o of Dry Weight F signed by _ No. 81439 — :'a>�':7_0.,�2 �°,,'"° Disclaimer: Contractor is responsible to maintain Bryan E Dahlke * the tested area in the condition that KSM _ —gyp '. �_ Date: completed the indicated passed compaction test. p0 "-, STATE OF 4fQ' m ` m 2021.02.16 KSM is not responsible if the tested area has been "'•FXORIDI;.''G��`� 13:40:40 altered from the approved inspected condition. ' i`rSlp fcN�`` -05'00' rINAL \\\\� Bryan E. Dahlke, P.E. V.P. of Engineering PE # 81439 2/16/2021 Email to: St. Lucie County Building Department; dotty@wynnebc.com Proudly Serving Florida since 1990