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HomeMy WebLinkAboutCompaction testWHeadquarters ai n •11345 U.S. Highway : �•� _PO Box 78-13777• Sebastian, FL. 32958 •�� � j I�'IgND TESTINUM G Sebastian, FL. 32978 18Orlando hone: 772-589-07120 723 Progress Way a _ SOIL COMPACTION REPORT •MengC.A.# 5693 *Sanford, F0327710 ASTM D 1557 and ASTM D 6938 Sineering.net DATE TESTED: June 302020 K� B #: 202940-1 d DP/' CONTRACTOR: A 8� G Concrete Pools PERMIT #: 2 03-0697 JOB LOCATION: 8047 SpRdthrift La ee all* NUC # 234 Fort Pierce, Florida NtTcodel: •MC -DR P.O. 2003068-Termanini N S�ial #: MD60308234 ITEM TESTED Pool Backfill Compaction LOCATION •PEN• DRYS MAX. DRY* PERCENT TEST DEPTH OF SAMPLE - READ DENSITY PROCTOR VALUE* COMPACTION 1 orthw st • — 0'-1— 44 113.9 x 15.4 • 98.7% - 2 V-26 40 - 95.0%+ 3 2'-3 jo 38 - 95.0%+ 4 • 3'-4: 37 •- • 95.0%+ 5 Southwest 0'-1' 40 113.2 115.4 98.1% 6 1'-2' 36 95.0% 7 2'-3' 35 - 95.0% 8 Ast 3'-40 34 - 95.0%+ 9 Cntel • 0'-1r 38 111.9 0115. 97.0°0 10 V-210 39 - 95.0%+ 11 2'-310 36 - 95.0%+ 12 3'-4 - 95.0%+ 36 Soil Description: - Brown Sand with Clay IPlace os ure: 8. °o • Pr ct r Op� 11.0° Proctor Max. Dry Densit : P.C.F. 115.4 @ Test Locations the Density 8o Penetrometer reading indicate the Degree of Compaction Meets• Minimum Requirement 117.0 , I I I I• I �EOG I •I I' I /1• 116.0—..—.J—..—.I._..—I._..—I.._..�..—.._ �H i 0I I0 I ••I� I� T D_ •I I• •I• I• R115.0 t—..—.:—..—.� . —:.—........ .. �P Y• •C 114.0 1 • 10 1 010 1 •F • •I •I• • I • •I� • • 113.01—••I 01.01.011,.' 146 112.0-..—.—..—.j.-..—j.—..—j..-....—..� • 80 09 10 •1j •12 • 13 0141' O Moisture - % of Dry Weight * sclaime ac is responsible• •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 theapproved ins ected condition.01 PE # 8MY9s1""= '�" 7/1/2020 • • • • • • Email to: St L'dcl BTildinyDTpartme,6t; oirmi7ghTn@TTigpT s.com Proudly Serving Floridnince 1990 M m l� m s