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HomeMy WebLinkAboutKSM REPORTTIP CP IL 9 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.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 7, 2019 JOB # : 190082-1 polMHlct II PERMIT # 1810-0429 PO # : Cuifo-9442 CONTRACTOR Louden Pools ���� ao A\ JOB LOCATION 5818 FILE�`00Pine Tree Drive COPY 'va���'0 Indian River Estates �p Ft. Pierce, Florida ITEM TESTED : Pool Backfill TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1 N.W. 0 - 1' 35 108.7 112.6 96.5 2 T - 2' 40 SCANNED 95.0+ 3 2' - 3' 45 BY 95.0+ .0+ St Lucie 5 S.W. 0' - 1' 35 107.9 11,2.6 Cpunt95.8 6 1' - 2' 45 95.0+ 7 2' - 3' 50 95.0+ 8 3' - 4' 50 95.0+ 9 N.E. 0' - 1' 40 108.0 112.6 .95.9 10 1' - 2' 40 95.0+ 11 2' - 3' 45 95.0+ 12 3' - 4' 50 1195.0+ Soil Description: Brown Sand In Place Moisture: 6.3 Percent I Optimum Moisture: i 12.0 Percent Max. Dry Density: 112.6 P.C.F. �@ Test Locations the Density & Penetrometer Readings Indicate the Degree of Compaction Meets ���' V J • • EN 4 • �I ,IO c u Itted: a e a Moisture - % of Dry Weight -I 0 a D.i✓ Lucie County Building Department a�f�f°atse�sa:t@3� ��ald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366