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HomeMy WebLinkAbout Pool BackfillHeadquarters 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 # :204407-1pd/CH/jo CONTRACTOR:Odom Custom Pools PERMIT #:2007-0287 JOB LOCATION:651 North FFA Road NUC #417 Fort Pierce, Florida Nuc Model:3500 P.O. # : Nuc Serial #:3417 ITEM TESTED :Pool Backfill Compaction TEST LOCATION OF SAMPLE DEPTH PEN READ DRY DENSITY MAX. DRY PROCTOR VALUE PERCENT COMPACTION 1 Southeast 0'-1'40 107.7 111.7 96.4% 2 1'-2'45 -"95.0% + 3 2'-3'45 -"95.0% + 4 3'-4'47 -"95.0% + 5 Southwest 0'-1'40 108.1 111.7 96.8% 6 1'-2'45 ."95.0% + 7 2'-3'48 -"95.0% + 8 3'-4'50 -"95.0% + 9 Northwest 0'-1'40 107.4 111.7 96.2% 10 1'-2'40 -"95.0% + 11 2'-3'45 -"95.0% + 12 3'-4'45 -"95.0% + Soil Description: Brown Sand In Place Moisture: 11.8% Proctor Optimum Moisture: 12.0% Proctor Max. Dry Density: P.C.F. 111.7 @ Test Locations the Density & Penetrometer reading indicate the Degree of Compaction Meets Minimum Requirement Respectfully Submitted: Bryan E. Dahlke, P.E. V.P. of Engineering PE # 81439 9/11/2020 Email to: St Lucie Building Department; modom49@yahoo.com;jodom@odomcustompools.com SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 6938 September 10, 2020 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 108.0 109.0 110.0 111.0 112.0 113.0 9 10 11 12 13 14 15 W E I G H T P . C . F . D R Y Moisture -% of Dry Weight