No preview available
HomeMy WebLinkAboutKSM REPORTTdr CI S EINIOIRM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmangineering.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 DATE TESTED PERMIT # CONTRACTOR JOB LOCATION SOIL COMPACTION REPORT ASTM D 1567 and ASTM D 2922 August 27, 2019 1907-0423 Hanson's Truck & Tractor 1416 Lone Pine Drive Ft. Pierce, Florida ITEM TESTED : Compacted Foundation Fill - 1st Lift .KSM JOB # : 193413-1 d/MH/ct SC St Luc e COFQ Unty TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. N.W. 0" - 12" 50 110.7 114.4 96.6 2. N.E. 50 110.3 „ 96.4 3. Center 52 112.6 98.4 4. S.W. 51 111.1 97.1 5. S.E. 50 109.3 95.5 Soil Description: Brown Sand with Traces of Shell In Place Moisture: 7.9 Percent Optimum Moisture: 11.0 Percent Max. Dry Density: 114.4 P.C.F. @ Test Locations The Density & Penetrometer Readings Indicate the Degree of Compaction Meets Minimum Required for Unstdlid'dFoundation Moisture - % of Dry Weight .com; St. Lucie County Building Department G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366