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HomeMy WebLinkAboutCompactionTestHeadquarters 11345 U.S. Highway 1 Sebastian, FL. 32958 Orlando 723 Progress Way Sanford, FL. 32771 Mailing PO Box 78-1377 Sebastian, FL. 32978 Phone: 772-589-0712 C.A.# 5693 KSMengineering.net DATE TESTED:KSM JOB # :212395-1pd/CF/bm CONTRACTOR:JM Custom Pools PERMIT #:2012-0206 JOB LOCATION:5372 Tree Top Trail NUC #234 Ft Pierce, Florida Nuc Model:MC-DR Nuc Serial #:MD60308234 ITEM TESTED :Pool Backfill Compaction TEST LOCATION OF SAMPLE DEPTH PEN READ DRY DENSITY MAX. DRY PROCTOR VALUE PERCENT COMPACTION 1 West 0'-1'45 108.3 109.8 98.6% 2 1'-2'50+-"95.0% + 3 2'-3'"-"95.0% + 4 3'-4'"-"95.0% + 5 East 0'-1'50+107.9 109.8 98.3% 6 1'-2'"-"95.0% + 7 2'-3'"-"95.0% + 8 3'-4'"-"95.0% + 9 South 0'-1'45 108.8 109.8 99.1% 10 1'-2'45 -"95.0% + 11 2'-3'50+-"95.0% + 12 3'-4'"-"95.0% + Soil Description: Brown Sand with Some Clay In Place Moisture: 8.0% Proctor Optimum Moisture: 12.0% Proctor Max. Dry Density: P.C.F. 109.8 @ Test Locations the Density & Penetrometer reading indicate the Degree of Compaction Meets Minimum Requirement for Plumbed Backfill Respectfully Submitted: Bryan E. Dahlke, P.E. V.P. of Engineering PE # 81439 3/31/2021 Email to: jmcustompoolsinc@gmail.com SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 6938 March 30, 2021 Disclaimer:Contractor is responsible to maintain 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. Proudly Serving Florida since 1990 106.0 107.0 108.0 109.0 110.0 111.0 9 10 11 12 13 14 15 W E I G H T P . C . F . D R Y Moisture -% of Dry Weight