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HomeMy WebLinkAboutKSM REPORT01/24/2019 09:45 7725896469 KSM ENGINEERING, lgls� 0337GE 05/06 imism FILE COPY OIL I KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7786 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) W-7445 www.ksmengincering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSMOKSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 DATE TESTED PERMIT# CONTRACTOR JOB LOCATION SOIL COMPACTION REPORT ASTM D 1567 and ASTM D 2922 January 22, 2019 1812-0339 Wynne Development 66 Golf Drive Spanish Lakes 1 Part St. Lucie, Florida ITEM TESTED • Compacted Foundation Fill KSMsIOB # : 190320-1 d/MH/cv cy S� <���e YryFO ��1vto cO,�� JAN 2 Viliq Fe SG Luce Count,',. TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. N.E. 0" - 12" 50 107.9 113.0 95.5 2. S. E. 50 109.3 " 95.7 3. Center 50 110.6 97.9 4. N.W. 50 108.4 95.9 5. S.W. 50 108.9 96.4 Soil Description: Brown Sand In Place Moisture: 5.8 Percent Optimum Moisture: 11.0 Percent Max. Dry Density: 113.0 P.C.F. @ Test Locations The Density & Penetrometer Readings Indicate the Degree of Compaction Meets Minimum Required 76B Moisture - % of Dry Weight County Building Department Ronald G. Keller, P.E.: 37293 / SI Lic. No: 860 1 Julie E. Keller, P.E.: 68366