Loading...
HomeMy WebLinkAboutCompaction Test Headquarters' 'k` ENGINEERI Mailing 11345 U.S. Highway 1 PO Box 78-1377 Orlando Sebastian, FL. 32958 LY6 AVA, AND TESTING Sebastian,7589 07�2 723 Progress.Way SOIL COMPACTION REPORT C.A.#5693 Sanford, FL. 32771 ASTM D 1557 and ASTM D 6938 KSMengineering.net DATE TESTED:. April 17,2020 KSM JOB#: - 201803-1d/CH/cv PERMIT#: 2002-0310 NUC# 417 ,CONTRACTOR: Wynne Development Corp.. Nuc Model: 3500 JOB LOCATION: 14286 Dalia Avenue Nuc Serial#: 3417 Spanish Lakes Fairways Fort Pierce, Florida ITEM TESTED: Compacted Foundation Fill TEST LOCATION PEN DRY MAX.DRY PERCENT .,DEPTH OF SAMPLE READ DENSITY PROCTOR VALUE(P.C.F) COMPACTION 1. N.W. 0"-12" 47 11012 112.5 98.0% 2. N.E. " 50 111.3 98.9% 3. Center 50 110.7 " 98.4% 4. S.W. 45 109.7 5. S.E. 45 .1.09.9 97.7% Soil Description: 114.0 Brown Sand with Some Clay E i • _I _ I I I _ I_ _I _ r In Place Moisture: G 113.0 �•I— I I I � I •I I I • 9.6% H T Proctor Optimum Moisture: 112.0 �—• — 1-• I.—••1•• I—••—I• — 10.'8% P i Proctor Max.Dry Density:P.C.F. C I I I I 112.5 111,0 •�--..—I. ..�..—.�—...�..—..I I..—..;. F @.Test Locations the Density& Penetrometer readings indicate the 110.0 Degree of Compaction Meets D R l I I I I I I Minimum Requirement Y for Staked Foundation 109.0 — Respectfully Submitted: . 7 8. 9 10 11 12 13 14 Moisture=%of Dry Weight -- . 0���1D890fDODg®p Disclaimer: Contractor is responsible to maintain °°':��,00••••••o �� the tested area in the condition that. KSM, , . a` completed the indicated passed compaction test. ;�©. . ,.�►. �; KSM is not responsible if the tested area has been C ,.-• ; " o :, altered from the approved inspected condition. 6 KAU �AL PE 9#r6'8366; �'�'' 4/20/2020 Email to: St. Lucie County Building Department Proudly Serving Florida since 1990