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HomeMy WebLinkAboutKSM REPORTKELLER,rSCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 44 PALM BEACH (561) 845-75 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (56845-8676 C.A.: 5693 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 SOIL COMPACTION REPORT FAX (772) 589-6469 ASTM D 1657 and ASTM D 2922 DATE TESTED August 29, 2019 JOB # : 193447-1 pd/CH/ct RFOFlL PERMIT # : eo elo CONTRACTOR Paul Breau ps 411, 'Zo)9 JOB LOCATION 220 Raimie Lane � SLHNN Port St Lucie, Florida BY MORA=G M O StLuejecounty TEST LOCATION OF SAMPLE DEPTH PEN READ DRY DENSITY MAX. DRY PROCTOR VALUE PERCENT COMPACTION 4 2 1' - 2' 43 F1 ' 95.0+ 3 2'-3- 45 " 95.0+ 4 5 N.W. ' ' 3' - 4' 0' -1' 45 38 107.0 111.1 95.0+ 96.3 6 7 1' - 2' 43 95.0+ 2'- 3' 45 95.0+ 8 9 S.E. •- T - 4' Olt- 1' 45 42 107.9 111.1 95.0+ 97.1 10 V - 2' 45 95.0+ 11 2'- 3' 47 95.0+ 12 3',- 4' 49 95.0+ Soil Description: Grayish Brown Sand In Place Moisture: 11.7.Percent Optimum !Moisture: 11.0 Percent Max. Dry Density: 111.1 P.C:F. @ Test Locations the Density & Penetrometer Readings Indicate the Degree Qt Camoaction Meet: P.E. i Moisture - % of Dry Weight Ronaid G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366