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Home My WebLink AboutKSM REPORT04/2 `/2019 4:44 PM FAX fr A&G POOLS CC�o �— i j eta fr/0' opt , 95,0+ 95.0+ 114.5 115A 99.2 " 95.0+ " 95.0+ " 95.0+ 112,2 115.4 97.2 " 95.0+ 95.0+ " 95.0+ KELLER, SCHLEICHER & MacWl LIAM ENGINEERING AND TESTINI MARTIN (772) 337-7755 PALM BEACH (845-7445 RO• BOX 78-1377 SEBASTIAN, FI.32978-1377 SEBASTIAN (77 FAX (561) 845 8876 876 Ksmengineering.net MELBOURNE (32 C A.: 5693 E-Mail: KS SOIL C @KSMENGINEERING.NET MPACTION REPORT ST LUCIE (77 FAX (77 ASTM D 1557 and ASTM D 2922 DATE TESTED : Apd116, 2019 JOB # : 191572-1 pd/Mh PERMIT # 1901-0682 PO # : 1901014-Swain CONTRACTOR A & G Concrete Pool , Inc. RECEMD JOB LOCATION : 16183 Carlton Adam Road 31019 APB 2. • CByNI Fort Pierce, Florida St permitting�UCie e St Lucie Couomen� co Lev• , INC. 589-0712 768-8488 229-9093 589-6469 TEST LOCATION DEPTH PEN DRY MAX. DRY PERCEN OF SAMPLE READ DENSITY PROCTOR VALUE COM n CTI N 2 T - 2' S0 2' - 3' s0 4 3' - 4' 50 5 North 0' -1' 50 6 V-2' 50 7 2'-T 50 6 3'-4' 50 9 West 0' -1' 60 10 V-2' 50 11 2' - 3' 50 12 T-4' 50 Soil Description: Brown Clayed Sand with Traces of Shell Fragments In Place Moisture: 5.8 Percent Optimum Moisture: 10.4 Percent Max. Dry Density: 115.4 P.C.F. Ronald G. Keller. PE : 37PgA / ci I �, rj , . =n .