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HomeMy WebLinkAboutKSM SOIL COMPACTION REPORT11/05/2018 14:50 7725896469 KSM ENGINEERING PAGE 01/01 SCANNED �_ 1 •'Bv ZrSI St Lucie CountY Al AVAL KELLER, S-C-HLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www-ksmangineeHng.net MELBOURNE (321) 768.8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERINGa.NET ST LUCIE (772) 229-9093 G.A.: 5693 SOIL COMPACTION REPORT FAX (772) 589-6469 ASTM D 1567 and ASTM D 2922 REVISED . ; . May 30, 2018 DATE TESTED ; May 24, 2018 KSM JOB # : 181459-1 d/SS/cv PERMIT # 1802-0630 RSCZ4, CONTRACTOR Associated Homes Movp.6 JOB LOCATION 4606 Buchanan Drive Permitting '201 ® Fort Pierce, Florida St. <U eoCoanhme„F ITEM TESTED : Compacted Foundation Fill TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. N.W. 0" - 12" 40 108.6 110.8 98.0 2. N.E. 40 109.0 98.4 3. Center 35 106.1 " 95.8 4 S E 31 105.7 95.4 5. S.W. 32 105.9 95.6 Soil Description: Brown and Tan. Sand with Clay • In Place Moisture 12.2 Percent Optimum Moisture: 12.0 Percent Max. Dry Density: 110.8 P.C.F. @ Test Locations The Density & Penetrometer Readings Indicate the Degree of Compaction Meets Minimum Required' for UngtgMd Foundation fPQN. PeWjRfl�,Taken to Natural Grade. N :• .. � c Prey . ` 101, Ito. ro� • orCle u( �dp #jfI' f,, 14 onalc •rro„t.ot9r*p Moisture - % of Dry Weight tedhomes.net 'e County Building Department G. Keller, P.E.: 37293 / SI Lic. No.: $60 / Julie E. Keller, P.E.: 68366