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HomeMy WebLinkAboutcompaction testr s 1 ENGINEERN Mailing 11345 PO Box 7 11345 U.S. Highway 1 8-1377 Sebastian, FL. 329580 j�•� jVj MND TESTING Se astian, FL. 32978 • Orlando Pho e: 772-589-07120 723 Progress Way SOIL COMPACTION REPORT C.A.# 5693 *Sanford, F0327710 • ASTM D 1557 and ASTM D 6938 SMengineering.net DATE TESTED: Jul 1, 2020 CKSM;J;OB # : 203018-1pd/CH/joCl Lou en one Poo s 2 J 669 Howard Street NUC # 0417 P.O. #: ITEM TESTED Fort Pierce, Florida Rodriguez-9619' Pool Backfill Compaction* Nuc Model: Nuc Serial #: • 3500 3417 _ TEST LOCATION OF SAMPLE DEPTH OPEN* ODRYO READ DENSITY • MAX. DRY• PROCTOR VALUE• *PERCENT � COMPACTION 1 Northeast 2 3 4 5 Sout west 6 7 80 9 Southeast 10 — 11 12 i Descript _ Brown Sand with some Clay � n PlaZrejaf,R: 9.0% Proctor Optimum Moisture: 12.0°0 Proctor Max. Dry Density: P.C.F. 111.4 Vst Locations the Density Penetrometer reading indicate t e Degree of Compaction Meets Minimum Requirement 1'-24 2'-3' 3' -4' 0'-1' 1'-2' 2'-3' 3' -4' 0'-1' PE # 81499j1°". 1'-26 2'-3' 3'-4' 7/6/2020 40 • 108.8 • 111.4 • 97.7% • 45 V " 95.0% + 45 - 95.0% + 47 - 95.0% + 40 108.1 •1?4 • 97.0% 40 95.0%< 45 - 95.0% 45 - 095.0% +* 40 109.0 111.4 97.8% 45 •-• V " 95.0% + 45 - " 95.0% + 50 - it 95.0% + 113.0 i 1 A 1 61 10 •� • •I •I• I •I I• G •H 112.0—.1_..—.I._..—I._..—I.._..�..—.._ 40! • I I• I •I 1 • TD••!••1 •I• •I I• • P R111.0—j� .. i..—.._ I j••;�••!•• •!'• •C 110.0. 1.—..-1.—..-1.. �.._.._ •F i0 0* I• I*•I •f� • 010 1 •1 0 _ 0 �..—..—..—...—..—..—..—...—.. j••! •!••!••! • 140 • 1 10 1 Ol 1 • 108.0..—.—..—.;.—..—;.—..—;..—..�..—..� • 9• 010 12§013 • 14 050 Moisture - % of Dry Weight •Disclaimer: Cont— is response e o main ain the pool backfill in the condition that KSM completed the indicated passed compaction test. KSM is not responsible if the poolbackfill has been altered from the approved inspected condition.• • Email to: St Lucie Building Department; p rtment; Fax to: 465-1063 � Proudly Serving Florida since 1990