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HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTKSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND T I ARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBA PALM BEACH (561) 845-7445 www.ksmengineering.net MELB( FAX (561) 845-8876 C.A.: 5693 E-Mail: KSM@KSMENGINEERING.NET ST, SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED July 15, 2013 KSM JOB # : 1: PERMIT # 1302-0080 e�� @��� JOB #: CONTRACTOR Maronda . �� P.O. #: JOB LOCATION 2530 Madewood Drivels Lot 2, Oak Alley Port St. Lucie, Florida ITEM TESTED Compacted Foundation'Fili TEST LOCATION DEPTH *PEN DRY MAX. DRY OF SAMPLE READ DENSITY PROCTOR VALUE 1. S.W. 0" - 12" 38 108.7 109.7 2. N.W. .. " 3.9 109.1 3. Center it 39 .109.3 " 4. N.E. • 38 108.0 " 5. S. E. 38 108.3 " Soil Description: Gray,Brown Sand In Place Moisture: 10.6 Percent Optimum Moisture: 11.2 Percent Max. Dry Density: 109.7 Percent @ Test Locations The Density & Penetrometer Readings Indicate the Degree of Compaction Meets _ No. ation .5en to Natural Grade. Moisture - % of Dry Weight rLucie County Building Department d@maronda.com - mail 3 copies Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366