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Home My WebLink About201117-4d Revised - 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 9, 2020 KSM JOB # :201117-4d/MH/jo CONTRACTOR:J.M. Reid Construction 4220 70th Avenue Vero Beach, Florida JOB LOCATION:10526 Oakbridge Court Fort Pierce, Florida PERMIT #:2009-0275 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 10/09/20 Email to: St Lucie Building Department; julian@jmreidconstruction.com Proudly Serving Florida since 1990 Enclosed, please find the nuclear density test results performed on the 1st and 2nd lift for the detached garage at the above referenced project. 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 REVISED: DATE TESTED:KSM JOB # :201117-4d/MH/jo PERMIT #:2009-0275 NUC #630 CONTRACTOR:J.M. Reid Construction Nuc Model:MC-10R-P JOB LOCATION:10526 Oakbridge Court Nuc Serial #:30630 Fort Pierce, Florida ITEM TESTED:1st & 2nd Lift on Detached Garage TEST LOCATION OF SAMPLE DEPTH PEN READ DRY DENSITY MAX. DRY PROCTOR VALUE (P.C.F.) PERCENT COMPACTION 1st Lift 1. N.W.0" - 12"50 108.6 113.0 96.1% 2. Center "50 107.8 "95.4% 3. S.E."50 108.0 "95.6% 2nd Lift 4. N.E.12" - 24"50 108.3 113 95.8% 5. S.E."50 107.6 "95.2% 5. S.E."50 108.9 "96.4% Soil Description: Brown Sand with Shell In Place Moisture: 6.3% Proctor Optimum Moisture: 11.0% Proctor Max. Dry Density: P.C.F. 113.0 @ Test Locations the Density & Penetrometer reading indicate the Degree of Compaction Meets Minimum Required Bryan E. Dahlke, P.E. V.P. of Engineering PE # 81439 10/9/2020 Proudly Serving Florida since 1990 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. SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 6938 April 2, 2020 & April 3, 2020 October 9, 2020 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 REVISED: DATE TESTED:KSM JOB # :201117-4d/MH/jo PERMIT #:2009-0275 CONTRACTOR:J.M. Reid Construction JOB LOCATION:10526 Oakbridge Court Fort Pierce, Florida Soil Description: Brown Sand with Shell Proctor Optimum Moisture: 11.0% Proctor Max. Dry Density: P.C.F. 113.0 Bryan E. Dahlke, P.E. V.P. of Engineering PE # 81439 10/9/2020 SOIL COMPACTION REPORT ASTM D 1557 April 2, 2020 & April 3, 2020 Proudly Serving Florida since 1990 October 9, 2020 110.0 111.0 112.0 113.0 114.0 8 9 10 11 12 13 14 W E I G H T P . C . F . D R Y Moisture -% of Dry Weight