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Home My WebLink About205091-1d Compaction - signedHeadquarters 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 October 14, 2020 KSM JOB # :205091-1d/CH/jo CONTRACTOR:South Florida Land Clearing 15701 Orange Avenue Fort Pierce, Florida JOB LOCATION:10009 South Indian River Drive Fort Pierce, Florida PERMIT #:2009-0270 To Whom it may concern, Should you have any question, please feel free to contact our office. Respectfully, Bryan E. Dahlke, P.E. V.P. of Engineering PE # 81439 10/14/20 Email to: St Lucie Building Department; sflcgw@gmail.com Enclosed, please find the nuclear density test results performed on the barn pad at the above referenced project. Proudly Serving Florida since 1990 Headquarters 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 October 9, 2020 KSM JOB # :205091-1d/CH/jo 2009-0270 NUC #417 South Florida Land Clearing Nuc Model:3500 10009 South Indian River Drive Nuc Serial #:3417 Fort Pierce, Florida Compacted Foundation Fill #TEST LOCATION OF SAMPLE DEPTH PEN READ DRY DENSITY MAX. DRY PROCTOR VALUE (P.C.F.) PERCENT COMPACTION Barn Pad 1 S.W.0" - 12"43 106.4 110.1 96.6% 2 Center "45 107.0 "97.2% 3 N.E."43 106.6 "96.8% 4 S.W."106.4 "96.6% 5 Center "106.4 "96.6% Proctor Optimum Moisture: @ Test Locations the Density & 10/14/2020 Proudly Serving Florida since 1990 PE # 81439 DATE TESTED: PERMIT #: CONTRACTOR: JOB LOCATION: ITEM TESTED: Degree of Compaction Meets Minimum Requirement SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 6938 Soil Description: Grayish Brown Sand In Place Moisture: Proctor Max. Dry Density: P.C.F. 12.0% 13.0% Disclaimer:Contractor is responsible to maintain the tested area in the condition that KSM completed the indicated passed compaction test.KSM is not responsible if the tested area has been altered from the approved inspected condition. 110.1 Penetrometer reading indicate the for Unstaked Foundation Bryan E. Dahlke, P.E. V.P. of Engineering Headquarters 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:October 9, 2020 KSM JOB # :205091-1d/CH/jo PERMIT #:2009-0270 CONTRACTOR:South Florida Land Clearing JOB LOCATION:10009 South Indian River Drive Fort Pierce, Florida Soil Description: Grayish Brown Sand Proctor Optimum Moisture: 12.0% Proctor Max. Dry Density: P.C.F. 110.1 Bryan E. Dahlke, P.E. V.P. of Engineering PE # 81439 10/14/2020 SOIL COMPACTION REPORT ASTM D 1557 Proudly Serving Florida since 1990 107.0 108.0 109.0 110.0 111.0 112.0 9 10 11 12 13 14 15 W E I G H T P . C . F . D R Y Moisture -% of Dry Weight