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HomeMy WebLinkAboutcompactionTor C! 11k ff A% LJ AVAg 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.not 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 : PERMIT # CONTRACTOR JOB LOCATION July 31, 2019 1906-0606 Richard Davis 6906 Kenwood Road Fort Pierce, Florida JOB# : 193018-lpd/MH/jt ITEM TESTED Pool Backfill TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1 out 01-11 40 108.3 111.0 97.6 2 11 - 2' 45 11 95.0+ 3 21-31 50 If 95,0+ 4 31-41 50 go 95.0+ 5 East of - it 50 109.8 111.0 98.9 6 V - 2' 50 95.0+ 7 2'- 31 50 95.0+ 8 31-4' 50 95.0+ 9 North 01-11 45 108.9 111.0 98.1 10 11-21 50 95.0+ 11 21-31 50 95.0+ 12 31-41 50 95.0+ Soil. Description: Brown Sand 112.0 VV in Place Moisture: E 8.3 Percent 111.0 Optimum Moisture: H 11.0 Percent T I P Max. Dry Density: 110.0 /11. — —t .4 4- 111.0 P.C.Fti 0" C c%I&Q Density & F pet'hW�kep&N Indicate tl* 0 Degr mpacfibn Meets 109.0 r0inmrip gkgred4 DR y 108.0 8 9 10 11 12 13 14 Moisture - % of Dry Weight E-mail to: dickdavis772@gmail.com; St. Lucie County Building Department Ronald G. Keller, P.E.: 37293 / 51 Lic, No.: 860 / Julie E. Keller, RE.: 68366