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Home My WebLink About2201944-2d 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 March 2, 2022 KSM JOB # :2201944-2d/SH /jo CONTRACTOR:Ron Raymond Construction, Inc. P.O. Box 12058 Fort Pierce, Florida JOB LOCATION:5381 Southwind Trail Fort Pierce, Florida PERMIT #:21100538 Respectfully, PE # 68366 03/02/22 Julie E. Keller, P.E. President Email: raymond24@bellsouth.net Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing Geotechnical Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting Certified Women Owned Business - WBE Proudly Serving Florida since 1990 To Whom it may concern, Enclosed, please find the nuclear density test results performed on the Compacted Foundation Fill - Final Lift at the above referenced project. Should you have any questions, please feel free to contact our office. 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 KSM JOB #:2201944-2d/SH /jo NUC #234 Nuc Model:MC-DR Nuc Serial #:MD60308234 5381 Southwind Trail Fort Pierce, Florida Compacted Foundation Fill - Final Lift DEPTH PEN READ DRY DENSITY MAX. DRY PROCTOR VALUE (P.C.F) PERCENT COMPACTION 1 S.E.0" - 12"42 111.3 112.5 98.9% 2 S.W."43 111.9 "99.5% 3 Center "45 112.0 "99.6% 4 N.W."44 111.7 "99.3% 5 N.E."42 110.8 "98.5% Proctor Optimum Moisture: Proctor Max. Dry Density: P.C.F. @ Test Locations the Density & Penetrometer readings indicate the Degree of Compaction Meets Minimum Requirement 3/2/2022 Geotechnical Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting Proudly Serving Florida since 1990 Certified Women Owned Business - WBE Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing In Place Moisture: 8.6 % 11 % 112.5 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. For an Unstaked Foundation Julie E. Keller, P.E. President PE # 68366 Email: raymond24@bellsouth.net JOB LOCATION: PERMIT #:21100538 Brown Sand With Some Clay SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 6938 DATE TESTED:March 1, 2022 Soil Description: CONTRACTOR:Ron Raymond Construction, Inc. ITEM TESTED: TEST LOCATION OF SAMPLE 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:March 1, 2022 KSM JOB # :2201944-2d/SH /jo PERMIT #:21100538 CONTRACTOR:Ron Raymond Construction, Inc. JOB LOCATION:5381 Southwind Trail Fort Pierce, Florida Soil Description: Proctor Optimum Moisture: 11 % Proctor Max. Dry Density: P.C.F. 112.5 Julie E. Keller, P.E. President PE # 68366 3/2/2022 Certified Women Owned Business - WBE SOIL COMPACTION REPORT ASTM D 1557 Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing Geotechnical Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting Proudly Serving Florida since 1990 Brown Sand With Some Clay 107.0 108.0 109.0 110.0 111.0 112.0 113.0 114.0 6 7 8 9 10 11 12 13 14 W E I G H T P . C . F . D R Y Moisture -% of Dry Weight