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HomeMy WebLinkAbout215955-4d 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 November 15, 2021 KSM JOB # :215955-4d/BS/ct CONTRACTOR:Thompson's Remodeling P.O. Box 430 Vero Beach, Florida JOB LOCATION:Indian River Spirits 3196 N Kings Highway Fort Pierce, Florida PERMIT #:20120517 Respectfully, PE # 68366 11/15/21 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: remodeler00@gmail.com; michelle@thompsonsRemodeling.com Certified Women Owned Business - WBE To Whom it may concern, Enclosed, please find the nuclear density test results performed on the backfill over the water main 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 #:215955-4d/BS/ct NUC #528 Nuc Model:MC-1DR-P Nuc Serial #:MD049528 Indian River Spirits 3196 N Kings Highway Fort Pierce, Florida Backfill over the Water Main - Ssee Attached Location Plan DEPTH PEN READ DRY DENSITY MAX. DRY PROCTOR VALUE (P.C.F) PERCENT COMPACTION 1 1st Lift 0' - 1'40 114.2 115.2 99.1% 2 2nd Lift 1' - 2'"114.0 "99.0% 3 Final Lift 2' - 3'"113.8 "98.8% 4 1st Lift 0' - 1'40 113.4 115.2 98.4% 5 2nd Lift 1' - 2'"113.7 "98.7% 6 Final Lift 2' - 3'"112.7 "97.8% 7 1st Lift 0' - 1'40 113.1 115.2 98.2% 8 2nd Lift 1' - 2'"113.3 "98.4% 9 Final Lift 2' - 3'"113.5 "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 11/15/2021 Email: remodeler00@gmail.com; michelle@thompsonsRemodeling.com 15.3% Julie E. Keller, P.E. President 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 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. In Place Moisture: SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 6938 DATE TESTED:October 22, 2021 PERMIT #:20120517 JOB LOCATION: Gray Brown Sand with CONTRACTOR:Thompson's Remodeling ITEM TESTED: Location #1 115.2 Traces of Clay TEST LOCATION OF SAMPLE Location #2 Location #3 Soil Description: Proudly Serving Florida since 1990 Certified Women Owned Business - WBE 11.4% PE # 68366 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 #:215955-4d/BS/ct NUC #528 Nuc Model:MC-1DR-P Nuc Serial #:MD049528 Indian River Spirits 3196 N Kings Highway Fort Pierce, Florida Backfill over the Water Main - Ssee Attached Location Plan DEPTH PEN READ DRY DENSITY MAX. DRY PROCTOR VALUE (P.C.F) PERCENT COMPACTION 10 1st Lift 0' - 1'40 114.3 115.2 99.2% 11 2nd Lift 1' - 2'40 113.6 115.2 98.6% 12 Final Lift 2' - 3'40 113.0 115.2 98.1% Location #8 13 1st Lift 0' - 1'40 114.1 115.2 99.0% 14 2nd Lift 1' - 2'"112.6 "97.7% 15 Final Lift 2' - 3'"113.7 "98.7% Proctor Optimum Moisture: Proctor Max. Dry Density: P.C.F. @ Test Locations the Density & Penetrometer readings indicate the Degree of Compaction Meets Minimum Requirement 11/15/2021 TEST LOCATION OF SAMPLE SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 6938 DATE TESTED:October 22, 2021 PERMIT #:20120517 CONTRACTOR:Thompson's Remodeling Location #4 Soil Description: Gray Brown Sand with JOB LOCATION: ITEM TESTED: Traces of Clay In Place Moisture: 11.6% 15.3% 115.2 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. Julie E. Keller, P.E. President PE # 68366 Email: remodeler00@gmail.com; michelle@thompsonsRemodeling.com 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 Certified Women Owned Business - WBE Location #5 Location #6 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 #:215955-4d/BS/ct NUC #528 Nuc Model:MC-1DR-P Nuc Serial #:MD049528 Indian River Spirits 3196 N Kings Highway Fort Pierce, Florida Backfill over the Water Main - Ssee Attached Location Plan DEPTH PEN READ DRY DENSITY MAX. DRY PROCTOR VALUE (P.C.F) PERCENT COMPACTION 16 1st Lift 0' - 1'40 114.0 115.2 99.0% 17 2nd Lift 1' - 2'"114.4 "99.3% 18 Final Lift 2' - 3'"114.2 "99.1% Proctor Optimum Moisture: Proctor Max. Dry Density: P.C.F. @ Test Locations the Density & Penetrometer readings indicate the Degree of Compaction Meets Minimum Requirement 11/15/2021 TEST LOCATION OF SAMPLE SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 6938 DATE TESTED:October 22, 2021 PERMIT #:20120517 CONTRACTOR:Thompson's Remodeling Location #9 Soil Description: JOB LOCATION: ITEM TESTED: Gray Brown Sand with Traces of Clay In Place Moisture: 10.2% 15.3% 115.2 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. Julie E. Keller, P.E. President PE # 68366 Email: remodeler00@gmail.com; michelle@thompsonsRemodeling.com 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 Certified Women Owned Business - WBE 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 22, 2021 KSM JOB # :215955-4d/BS/ct PERMIT #:20120517 CONTRACTOR:Thompson's Remodeling JOB LOCATION:Indian River Spirits 3196 N Kings Highway Fort Pierce, Florida Soil Description: Gray Brown Sand with Traces of Clay Proctor Optimum Moisture: 15.3% Proctor Max. Dry Density: P.C.F. 115.2 Julie E. Keller, P.E. President PE # 68366 11/15/2021 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 Geotechnical Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting 103.0 104.0 105.0 106.0 107.0 108.0 109.0 110.0 111.0 112.0 113.0 114.0 115.0 116.0 117.0 10 11 12 13 14 15 16 17 18 19 W E I G H T P . C . F . D R Y Moisture -% of Dry Weight NOT TO SCALE 20211111215955-4d PROJECT: DATE: SCALE: SHEET OF DRAWN BY: DESIGNED BY: PROJECT #: C.V. J.K. 1 Indian River Spirits, 3200 N. Kings Highway, Fort Pierce, Florida PERMIT #: 1 LOCATION OF SOIL TESTING LOC-1 LOC-2 LOC-3 LOC-5 LOC-6 LOC-8 LOC-9 LOC-4