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Home My WebLink AboutCompaction Tests kNeadquarters Mailing 11345 U.S. Highway 1 IV CP Sk A' ENGINEERING PO Box 78-1377 Orlando Sebastian, FL. 32958 IN% AND TESTING Sebastian, FL. 32978 Phone: 772 589-0712 723 Progress Way C.A.#5693 Sanford, FL. 32771 KS Meng ineering.net October 18,2021 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#: Cam/ yI 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, E. KEZ4 No. 68366 STATE OF tr le F/ rb; ent PE#68 hill % 10/18/21 ail: 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 11345 U.S. H C Sk t ENGINEERING Mailing , 11345 .S. Highway 1 PO Box 78-1377 Sebastian, FL. 32958 j1 L%% AND TESTING Sebastian, FL. 32978 Orlando Phone: 772-589-0712 723 Progress Way SOIL COMPACTION REPORT C.A.#5693 Sanford, FL. 32771 ASTM D 1557 and ASTM D 6938 KSMengineering.net DATE TESTED: September 27, 2021 KSM JOB#: 215259-2d/MH/jam PERMIT#: 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-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. 119.5 96.8% 3 Center 117.6 95.2% 4 S.E. 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 10/18/2021 \ 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 Headquarters Mailing 11345 U.S. Highway 1 C! IL t ENGINEERING PO Box 78-1377 Sebastian, FL. 32958 A%6J I %% AND TESTING Sebastian, FL. 32978 Orlando Phone: 772-589-0712 723 Progress Way SOIL COMPACTION REPORT C.A.#5693 Sanford, FL. 32771 ASTM D 1S57 KSMengineering.net DATE TESTED: September 27, 2021 KSM JOB# : 215259-2d/MHAam PERMIT#: CONTRACTOR: GC Coastal Homes LLC JOB LOCATION: 7679 Pelican Pointe Drive Jensen Beach, Florida 125.0 -- — w I T-----T--- -1 -- -I - I --- r I E 124.0 a-- ...... I I I I I I I I I G 123.0 _.. �.._..,..._..�.._. I.._.._I _.�_.._..j_.._..�.._.._ H T 122.0 I- -L.. -J.. _I.._.._1._.. l_.._..I......L.._.._ j I I I I I I I P121.0 I _...j....._..7.._.. _.._j.._.._j._.._.� _..j_.._..�.._.._ C 120.0 -�-- _..L.._..1.._ _.._I.._.._1._.._.�_.. I_.._..L.._.._ F 119.0 --.._.. �.._..�... �.._.._j.._.._�._.._.�_.._..j _..� .._.._ 118.0 D I I I I I I I I R 117.0 ...... Y 116.0 I I I I I I I I I 115.0 .._..t.._..t.._.. .._.._j.._.._1._.._.f_.._..j_.._..�.._.._ 114.0 ._.._. _.._.-_.._..L _..� 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 10/18/2021 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 ` r Headquarters IV CA Sk AN ENGINEERING PO Box 78-11377 lin 11345 U.S. Highway 1 Sebastian, FL. 32958 �� IN% AND TESTING Sebastian, FL. 32978 Orlando Phone: 772-58589-0712-0712 723 Progress Way C.A.#5693 Sanford, FL. 32771 KSMengineering.net October 18,2021 KSM JOB#: 215259-3d/MH/ah CONTRACTOR: GC Coastal Homes, LLC 76S5 Pelican Pointe Drive , Jensen Beach, Florida JOB LOCATION: 7679 Pelican Pointe Drive Jensen Beach, Florida PERMIT#: 2012-0407 �1 / 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. NV" Respec�fu��iy;I l I i r r,/// E:.KEL4 No. 68366 STAT OF 0R10P. .` .ONA�. i ti e ,ICI resident PE#68 10/18/21 I : 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 1W C Sk t ENGINEERING Mailing 11345 U.S. Highway 1 PO Box 78-1377 Sebastian, FL. 32958 �1� 1 %% AND TESTING Sebastian, FL. 32978 Orlando Phone: 772-589-0712 723 Progress Way SOIL COMPACTION REPORT C.A.#5693 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. if50 110.9 if97.9% 3 Center 50 111.2 if98.1% 4 S.E. 50 111.0 98.0% 5 N.E. 50 110.7 97.7% 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 10/18/2021 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 Headquarters Mang 1345 U S. Highway 1 I' C '1 t ENGINEERING PO Box 78-1377 SebastiaOrlando n, FL. 32958 �LO 4%% AND TESTING PhoneSebastl772 589-0712 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 -- — — — I I I I I I G113.0 —.._..�.._.._.i_.._.. .._..—i•— _.. _ _ ._.._.i_.._..- H T I I I I I I 112.0 a- _..J.._.._.l_.._..1.._ _l._.._..L.._..-J.._ _. P I I I I I I I C 111.0 ._.._..�.._..�.._.._.E_.._.._ F I I I I I I I I • j I I I I I I I 110.0 �— _..�.._.._ _.._..t.._.._f._.._..�.._..�.._.._.�_.._.._ D R I I I I I I I I Y I I I I I I I 109.0 i _.. _.._.i_.._.. .._.._i._.._..� _..�.._.._.._.._.._ I 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 l Julie E. Keller, P.E. President PE#68366 10/18/2021 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