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HomeMy WebLinkAboutKSM REPORTSKELLER, 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.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 April 15, 2019 PERMIT # 1902-0156 CONTRACTOR Wynne Development JOB LOCATION : 42 Ecuador Way Spanish Lakes Country Club Village Fort Pierce, Florida ITEM TESTED Compacted Foundation Fill SCANNEp St. Luc eY Coun KSM JOB # : 191491-1 d/MHct RECEIVED APR 2 3 �019 gY: 6y€le i'ayrltz'� �erh,�+�i�o . TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. S.E. 0" - 12" 50 109.3 112.8 96.9 2. S.W. 50 108.6 96.3 3. Center 50 110.4 97.9 4. N.E. 50 108.9 96.5 5. N.W. 50 109.9 97.4 Soil Description: Brown Sand In Place Moisture: 7.6 Percent Optimum Moisture: 11.0 Percent Max. Dry Density: 112.8 P.C.F. @ Test Locations The Density & Penetrometer Readings Indicate the Degree of Compaction Meets Jing Department Moisture - % of Dry Weight Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 04/17/2019 09:43 7725896469,-_ KSM ENGINEERING PAGE 03/04 ,qaz-�"� 4 KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 PO, BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 58"712 PALM BEACH (561) 845-7445 www.ksmenginearing.net MELBOURNE (321) 768-8488 FAX (561) 845-5876 E-Mai(: 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 April 15, 2019 PERMIT # 1902-0156 CONTRACTOR Wynne Development JOB LOCATION 42 Ecuador Way Spanish Lakes Country Club Village Fort Pierce, Florida KSM JOB # : 191491-1d/MH/ct ITEM TESTED : Compacted Foundation Fill TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. S.E. 0" - 12" 50 109.3 112.8 96.9 2. S.W. 50 108.6 96.3 3. Center 50 110.4 97.9 4. N.E. 50 108.9 96.5 5. N.W. 50 109.9 97.4 Soil Description: Brown Sand In Place Moisture: 7.6 Percent Optimum Moisture: 11.0 Percent Max. Dry Density: 112.8 P.C.F. @ Test Locations The Density & Penetrometer Readings Indicate the Degree of Compaction Meets g Department Ronald G. Keller, RE.: 37293 / SI Lio, No.: 660 / Julie E. Keller, P.E.: 68366