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HomeMy WebLinkAboutKSM REPORTJNI111W83d 1wrCOP% Aff A%LJ1AvjL KELLER, SCHLEICHER & MacWILLIAM ENGINEERING Ab3Q31;8NC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED January 30, 2014 KSM JOB # : 140167-1d/SHfI , PERMIT # 13040235 CONTRACTOR Mager Construction, Inc. SCANNED BY JOB LOCATION 931 Waters Edge Way St. Lucie County Waters Edge Fort Pierce, Florida ITEM TESTED Slab On Grade no. TEST LOCATION *PEN DRY MAX. DRY PERCENT OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE COMPACTION 1. N.E. 0" - 12" 38 108.9 112.4 96.9 2. S.E. 39 109.6 97.5 3. Center 39 109.0 97.0 4. S.W. 40 110.3 98.1 5. N.W. 38 109.1 97.1 Soil Description: Brown Sand with Shell In Place Moisture: 10.3 Percent Optimum Moisture: 11.0 Percent Max. Dry Density: 112.4 P.C.F. @ Test Locations The Density & Penetrometer Readings Indicate the Degree of Compaction Meets Natural Grade, No.68366 Moisture - % of Dry Weight Fakiq-, WN 1q �£olint Building Department \ .1141un', Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller. P.E.: 68366