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HomeMy WebLinkAboutCompaction Test—rs WHeadq 11345 Hi h 1 11345 U.S.Hg � GINEERINU • Mailing, PO Bo�78-1377 .S. 'Sebastian, FL. 32958 Orlando ,�40C �� YLrA"ND TESTING Sebastian, FL. 32978 Phone: 772-589-0712' SOIL COMPACTION REPORT 723 Progrelk Way *Sanford, FLW327710 M OC.A.# 5693 %ASTM D 1557 and ASTM D 6938 KSMengineering.net 00 00 JJD:O t 17, 2. O KS� JO 203168-2d/DJ/ct tPERMIT: 2006-0505 NUC # 404 CONTRACTOR: Matthew Olivio Nuc Model: MCMC -1 Elite 10B LOCATION: 5206 Pinetree Drive NucSerial3� 1404 Fort Pierce, Florida* 0 40 ITEM TESTED: CaMACted Foltndation Fill - Metal BuildiA Pad Retest 0 *TEST LOCATION 0 PEN 0 DRY OMAX. DRY _ PERCENT 0 40 OOF SAMPLE READ 4& DENSITY* PROCTOR VALUE (P.C.F) 40 COMPACTION 40 01. N.W 0" - 12"— 37_ 106.0 106.6 99.49/.• _ 02. N. E. 35 105.7 099.2% 03. Center 40+ 106.4 099.8% t4. S. E" 350 104.8 098.3% 5. S.W. �" 35 103.9 97.5% 0 Soil Description: 108.0 - 1 10 I 01 1 •Dark Brown Sand wit E j 9 0 1 10 1 01 1 •Traces of Clay 1 0 1_ 1 _ _1 _ I _ I _ 0 In Placeist� OG 0107.0 —1L 1 ° T � Proctor Optimum Moisture: .0 - 0 J _ .�I. �.. _ ..1.. . . 106.0 •� 12.0% _— �P .001 0' *'1 0•� 1 0 P�t * ai? Drf DItC.F. O C anj , I I I I 00 . 1. -4 . — 01 OF 1 •010 • 1 1 1 1 @ Test Locations the Density &- ••00Io0I 1 I Penetrometer readings indicate the104.0 1 0 — — — — • Degree of Compaction Meets* , R 0 19 9.0 4WI, 0 I 0 . 0 OMinimum Requirement Y I • •for Staked Foundation 103.0 ORes[ct`; lly,SV,4mitted: 10 11 13 lie 1155 �.• J��• • • • • •. ��� emoisture - % of Dry Weight ;�,L1= S• c�'•:•� ;'' Disclaimer: Contractor is responsible to maintain 6835 the tested area in the condition that KSM _ to completed the indicated passed compaction test. �•IDS Tg-Ir E OF - KSM is not responsible if the tested area has been %p�'��'•�4 O altered from the approved inspected condition. Jul E.Ke112r;: �,Presid #6 0 07/21/2020 0 00 Email to: St Lucie County Building Department; altar.11c@gmail.com _ Proudly Serving Florida since 1990