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Home My WebLink About216409-3d compaction 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 REVISED: PERMIT ADDED October 25, 2021 KSM JOB # :216409-3d/BS/ah CONTRACTOR:Ron Raymond Construction, Inc. P.O. Box 12058 Fort Pierce, Florida JOB LOCATION:17703 Bridle Way Fort Pierce, Florida PERMIT #:2105-0206 Respectfully, PE # 68366 10/25/21 Geotechnical Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting Proudly Serving Florida since 1990 Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing Email: raymond24@bellsouth.net October 25, 2021 Certified Women Owned Business - WBE 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. Julie E. Keller, P.E. President 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 #:216409-3d/BS/ah NUC #528 Nuc Model:MC-1DR-P Nuc Serial #:MD049528 17703 Bridle Way Fort Pierce, Florida Compacted Foundation Fill - Final Lift DEPTH PEN READ DRY DENSITY MAX. DRY PROCTOR VALUE (P.C.F) PERCENT COMPACTION 1 N.E.0" - 12"40 108.1 111.0 97.4% 2 S.E.""107.8 "97.1% 3 Center ""108.5 "97.7% 4 S.W.""109.1 "98.3% 5 N.W.""108.7 "97.9% Proctor Optimum Moisture: Proctor Max. Dry Density: P.C.F. @ Test Locations the Density & Penetrometer readings indicate the Degree of Compaction Meets Minimum Requirement 10/25/2021 Email: raymond24@bellsouth.net 12.0% Julie E. Keller, P.E. President SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 6938 REVISED: PERMIT ADDED October 25, 2021 DATE TESTED:October 4, 2021 Traces of Shell In Place Moisture: PERMIT #:2105-0206 TEST LOCATION OF SAMPLE JOB LOCATION: Brown Sand with CONTRACTOR:Ron Raymond Construction, Inc. Proudly Serving Florida since 1990 Certified Women Owned Business - WBE 10.7% PE # 68366 for Unstaked Foundation 111.0 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 ITEM TESTED: 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 Description: 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:KSM JOB # :216409-3d/BS/ah PERMIT #:2105-0206 CONTRACTOR:Ron Raymond Construction, Inc. JOB LOCATION:17703 Bridle Way Fort Pierce, Florida Soil Description: Brown Sand with Traces of Shell Proctor Optimum Moisture: 12.0% Proctor Max. Dry Density: P.C.F. 111.0 Julie E. Keller, P.E. President PE # 68366 10/25/2021 Geotechnical Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting SOIL COMPACTION REPORT ASTM D 1557 Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing Certified Women Owned Business - WBE Proudly Serving Florida since 1990 October 4, 2021 106.0 107.0 108.0 109.0 110.0 111.0 112.0 7 8 9 10 11 12 13 14 15 W E I G H T P . C . F . D R Y Moisture -% of Dry Weight