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HomeMy WebLinkAboutKSM SOIL COMPACTION REPORT 5-31-1805/30/2018 15:41 7725896469KSM ENGINEER,;NGG �a t;Lk PAGE 01/01 _ B" " 1k If St Lucie County ���i�• K!`ILLER, SCWLEICI-iER &MacV4(iL1L�! ENGINEERING MARTIN (772) 337-7755 PO. BOX 78 A N © TESTING, INC. PALM SF,ACF•I (561) 845-7443 -1377, SEC3ASTI�gN, FL 32978-1377 SEBASTIAN (772) 589-0712 FAX (561) 845-8876 C.A.: 5693 www.k&mengineering.net MELBOURNE (321) 768-a48a E-Mail,'KSM@KSMENGINEERING.NI_r ST. LUCIE (772) 229-9093 SOIL COMPACTION REPORT FAX (772) 589-64.69 REVISED ASTM D '1557 and ASTM D 2922 May 30, 2018 DATE TESTED May 24, 2018 KSM J(76 # : 181458-1d/SS/cv PERMIT # 1802-0630 CONTRACTOR : Associated Homes RECEIVED JOB LOCATION 4606 Buchanan Drive MAY 311018 Fort Pierce, Florida Permitting Departmen- ITEM TESTED • Com acted foundation Fill St. Lucie County TEST LOCATION OF SAMPLE " PEN DRY DEPTH MAX. DRY PERCENT READ DENSITY PROCTORVALUE COMPACTION 1. N.W. 2. N.E. Olt- 12" 10. IT 40 108.6 18 98.0 3. Center 40 109.0 " �� 35 106.1 tv 98.4 4. S.E. 5. sm.32 If 31 105.7 95.$ 95.4 105,9 VP 95.6 Soil Description: Brown and Tan Sand with Clay In Place Moisture 12.2 Percent Optimum Moisture: 12.0 Percent Max. Dry Density: 110,8 P.C.F. @ Test Locations The Density & Penetrometer Readings Indicate the Degree of Compaction Meets Minimum Required for Unsfigked Fn,neiafinn to Natural Grade, Moisture - % of Dry Weight w +- i co e *; { ro tedhomes.net de County Building Department )nm1rl G. Keller, P.E.: 3726'', / SI 1-1c.. Nn-.: 860 / Julie G. Keller. RE.; 68366