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Home My WebLink AboutCompaction Test 3 f - Headquarters 1 At ENGINEERING PO Box 78-1377 Mailin 11345 U.S. Highway 1 Orlando Sebastian, FL.32958 I ,�, AND TESTING Sebastian, FL. 32978 Phone:772 589-0712 723 Progress Way C.A.#5693 Sanford, FL. 32771 KSMengineering.net September 29,2021 KSM JOB#: 215259-2d/MH/jam CONTRACTOR: GC Coastal Homes LLC David Gumpper 7655 Pelican Pointe Drive Jensen Beach, FL 34957 JOB LOCATION: 7679 Pelican Pointe Drive Jensen Beach, Florida PERMIT#: �� D� (� To Whom it may concern, Enclosed, please find the nuclear density test results performed on the House Pad-1st Lift Retest at the above referenced project. Should you have any questions, please feel free to contact our office. Respectfully, Julie E. Keller, P.E. President PE#68366 09/29/21 Email: gumpperl@gmail.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 C! Sk � ENGINEERING Mailing 11345 U.S. Highway 1 PO Box 78-1377 Orlando Sebastian, FL.32958 ,1 %►�, AND TESTING Sebastian, FL. 32978 Phone:772 589-0712 723 Progress Way SOIL COMPACTION REPORT C.A.#5693 ASTM D 1557 and ASTM D 6938 g g Sanford, FL. 32771 KSMen ineerin net DATE TESTED: September 27,2021 KSM jOB#: 215259=2d/MH/jam P NUC# 630 PERMIT#: Nuc Model: MC-IDR-P CONTRACTOR: GC Coastal Homes LLC Nuc Serial#: 30630 JOB LOCATION: 7679 Pelican Pointe Drive Jensen Beach, Florida ITEM TESTED: House Pad-1st Lift Retest TEST LOCATION PEN DRY MAX. DRY PERCENT OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE(P.C.F) COMPACTION 1 S.W. 0"-12" 50 118.8 123.5 96.2% 2 N.W. " 11 119.5 " 96.8% 3 Center It 117.6 95.2% 4 S.E. It 119.2 96.5% 5 N.E. 118.4 95.9% Soil Description: Brown Clayed Sand with Traces of Shell In Place Moisture: 10.2% Proctor Optimum Moisture: 9.8 Proctor Max. Dry Density:P.C.F. 123.5 Disclaimer: Contractor is responsible to maintain the tested @ Test Locations the Density& area in the condition that KSM completed the indicated Penetrometer readings indicate the passed compaction test. KSM is not responsible if the tested Degree of Compaction Meets area has been altered from the approved inspected condition. Minimum Requirement for Unstaked Foundation Julie E. Keller, P.E. President PE#68366 9/29/2021 Email: gumpperl@gmaii.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 IL t ENGINEERING PO Box 78 1`377 11345 U.S. Highway 1 Sebastian, FL.32958 Sebastian, FL. 32978 Orlando IIIL%% AND TESTING Phone:772-589-0712 723 Progress Way SOIL COMPACTION REPORT C.A.#5693 Sanford, FL. 32771 ASTM D 1557 KSMengineering.net DATE TESTED: September 27, 2021 KSM JOB#: 215259=2d/MH/jam PERMIT M CONTRACTOR: GC Coastal Homes LLC JOB LOCATION: 7679 Pelican Pointe Drive Jensen Beach, Florida 125.0 -- — - —-- - - - — — - - -- - E 124.0 a— _..L.._..1.._..J.._.._I.._.._1._.._.L_..—..I_.._..L.._..: H123.0 .._..�.._.. I.._.._I _.i_.._..I_.._..r.._.._, T 122.0 _..L.._..1.._..J.. _L._.._1._.. l_.._.a_.._..L.._.. j I I I I I I I 120.0 I--.._..L.._..1.._ _.._I.._.._1._.._.l_.. I......L.._.._ • j I I I I I I I F 119.0 T .._..t .._.. .. �.._.._j.._.._j._.._.C_.._..j _..�.._. 118.0 1—.._. .._.. —•• .—.._I _.._� _..— —.._ �_.._ L.._..-. D I I I I I I I I R117.0 —.._.. r.._.. ' .._.. .._.._j.._.._j._.._.�_.._..j_.._..�.._.. Y 116.0 115.0 ...... .._.. 114.0 ._.._.�_.._.�_.._..�.._..� 5 6 7 8 9 10 11 12 13 14 Moisture-%of Dry Weight Soil Description: Brown Clayed Sand with Traces of Shell Proctor Optimum Moisture: 9.8% Proctor Max.Dry Density:P.C.F. 123.5 Julie E. Keller, P.E. President PE#68366 9/29/2021 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 Sk � ENGINEERING PO Box 7 Mailing 11345 U.S. Highway 1 8-1377 SebastiaSebastian, FL.32978 Orlandon, FL.32958 %% AND TESTING Phone:772 58 0712 723 Progress Way C.A.#5693 Sanford, FL. 32771 KSMengineering.net October 5,2021 KSM JOB#: 215259-3d/MH/ah CONTRACTOR: GC Coastal Homes, LLC 7655 Pelican Pointe Drive Jensen Beach, Florida JOB LOCATION: 7679 Pelican Pointe Drive Jensen Beach, Florida PERMIT#: 2012-0407 To Whom it may concern, Enclosed, please find the nuclear density test results performed on the House Pad-2nd Lift at the above referenced project. Should you have any questions, please feel free to contact our office. Respectfully, Julie E. Keller, P.E. President PE#68366 10/05/21 Email: gumpperl@gmail.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 � � � ENGINEERING Mailing 11345 U.S. Highway 1 PO Box 78-1377 Sebastian, FL.32958 Sebastian, %� %% AND TESTING e:77207 728 Progress Way SOIL COMPACTION REPORT C.A.#5698 Sanford, FL. 32771 ASTM D 1557 and ASTM D 6938 KSMengineering.net DATE TESTED: October 4,2021 KSM JOB#: 215259-3d/MH/ah PERMIT#: 2012-0407 NUC# 630 Nuc Model: MC-IDR-P CONTRACTOR: GC Coastal Homes, LLC Nuc Serial#: 30630 JOB LOCATION: 7679 Pelican Pointe Drive Jensen Beach, Florida ITEM TESTED: House Pad-2nd Lift TEST LOCATION PEN DRY MAX.DRY PERCENT OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE(P.C.F) COMPACTION 1 S.W. 12"-24" 50 110.8 113.3 97.8% 2 N.W. it50 110.9 97.9% 3 Center 50 111.2 98.1% 4 S.E. 50 111.0 98.0% 5 N.E. 1150 110.7 1397.7% Soil Description: Brown Sand with Traces of Shell In Place Moisture: 9.3 Proctor Optimum Moisture: 12.0% Proctor Max.-Dry Density:P.C.F. 113.3, Disclaimer: Contractor is responsible to maintain the tested @ Test Locations the Density& area in the condition that KSM completed the indicated Penetrometer readings indicate the passed compaction test. KSM is not responsible if the tested Degree of Compaction Meets area has been altered from the approved inspected condition. Minimum Requirement for Unstaked Foundation Julie E. Keller, P.E. President PE#68366 10/5/2021 Email: gumpperl@gmail.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 Headquarters1345 U.S. Highway 1 I' C 'L 9 ENGINEERING PO Box 78-11377 SbastiaOe ando n, FL.32958 Sebastian, FL. 32978 j%% AND TESTING Phone:172 589-07'12 723 Progress Way SOIL COMPACTION REPORT C.A.#5693 Sanford, FL. 32771 ASTM D 1557 KSMengineering.net DATE TESTED: October 4, 2021 KSM JOB#: 215259-3d/MH/ah PERMIT#: 2012-0407 CONTRACTOR: GC Coastal Homes, LLC JOB LOCATION: 7679 Pelican Pointe Drive Jensen Beach,Florida 114.0 --- - — _ -- - - -- -- -- --— -- - - E I I I I I I I I i I I I I I I G 113.0 I I I I I I I H T I I I I I I I 112.0 _..J.._.._.l_.._..1.._ _l._.._..L.._..�.._ _.l_.._. _ P I I I I I I I j I I I I I I I 111.0 -.._..-4- F • j I I I I I I I 110.0 j._.._..r.._.. .._.._.�_.._.._ D R I I I I I I I I Y 109.0 _.. I.._. _.�_.._.. .._..-I - ._..� _..�.._.._.�._.._..: I I I I I j I I I I I I I 108.0 7 8 9 10 11 12 13 14 15 Moisture-%of Dry Weight Soil Description: Brown Sand with Traces of Shell Proctor Optimum Moisture: 12.0% Proctor Max.Dry Density:P.C.F. 113.3 Julie E. Keller, P.E. President PE#68366 10/5/2021 Test report shall not be reproduced,except in full,without the written approval of KSM Engineering 4 Testing Geotechnical Engineering-Construction Materials Testing-Special Inspections-Civil and Structural Consulting Proudly Serving Florida since 1990 Certified Women Owned Business-WBE