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HomeMy WebLinkAboutNuclear Density Test KSMG 11345 U.S. Highway 1 X% 6J I %% AND TESTING Sebastian, FL. 32958 prlando Ali I — ©Fj k' 723 Progress Way Sanford, FL. 32771 January 18, 2022 CONTRACTOR: John Rexford R��F�IFD 550 W. Forest Trail �� Vero Beach, Florida 41"Y' Sf C 01,- - n0, 9 JOB LOCATION: 2800 Sneed Road Fort Pierce, Florida PERMIT M To Whom it may concern, PO Box 78-1377 Sebastian, FL. 32978 Phone: 772-589-0712 C.A.# 5693 KSMengineering.net KSM JOB # : • 218307-1d/RH/jo Enclosed, please find the nuclear density test results performed on the Compacted Foundation Fill - 2nd Lift at tbC above referenced project. Should you have any questions, please feel free to contact our office. Respectfully, ♦� Digitally, ��` . ' �,�GENsF •,� '��i by J I This Item has been electronlcallysigned and signed u i e, Na, ss36s sealed byhlle Keller, P.E. PI. tic. u the date Voted directly to the rlghthtusingsinga Keller _= *digitalsignature. digital Printed copies ofthis document are not considered signed and sealed and the Date: _ w o- _Y •' slgnature must he verified on any electronic copies. Q �•. STATE OF2022.01.18 ' 10:12:49-05'00' �ORIDp • �♦ S3; ANAL Julie E. Keller, P.E. President ��C` 1 1111 PE # 68366 01/18/22 Email: cjrexford@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 awned Business- WBE -- -- -- — EdV �" S - EININEERIll U 11345 U.S. Highway 1 X% 17iN% AND TESTING Sebastian, FL. 32958 ,Orlando 723 Progress Way Sanford, FL. 32771 SOIL COMPACTION REPORT ASTM D 1557 DATE TESTED: January 17, 2022 PERMIT M - CONTRACTOR: John Rexford JOB LOCATION: 2800 Sneed Road Fort Pierce, Florida PO Box 78-1377 Sebastian, FL. 32978 Phone: 772-589-0712 C.A.# 5693 KSMengineering.net KSM JOB # : 218307-1d/RH/jo 116.0 1 F I I I I I W E I I I I I I I I G115.0 I —.. �..—..—�.—.._..� _.. �.._.._�._.._..� _.. .—..—, I I I I I I I I H I I I I I I I I T P I I I I I I I 113.0--.._..�.._... f.._.._. F112.0 I I I I I I I I I I I I I I I D R I I I I I I I Y I I I I I I I I 111.0 I I I I I II I I I I I I I I I 110.0—.._...._..—.—..—..—1._.._..�.._..�..—..—� 5 6 7 .8 9 10 11 12 13 Moisture - % of Dry Weight Soil Description: Brown Sand with Clay and Shell Fragments Proctor Optimum Moisture: 10 % Proctor Max. Dry Density: P.C.F. 114.2 Julie E. Keller, P.E. President PE # 68366 1/18/2022 Test report shall not be reproduced, except In full, without the written approval of KSM Engineering & Testing Geotechnlcal Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting Proudly Serving Florida since 1990 Certified Women Owned Business- WBE 11345 U.S. Highway 1 Z% tP l%% AND TESTING Sebastian, FL, 32958 Orlando 723 Progress Way Sanford, FL. 32771 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 6938 DATE TESTED: January 17, 2022 PERMIT #: CONTRACTOR: John Rexford JOB LOCATION: 2800 Sneed Road Fort Pierce, Florida PO Box 78-1377 Sebastian, FL. 32978 Phone: 772-589-0712 C.A.# 5693 KSMengineering.net KSM JOB #: 218307-1d/RH/jo NUC # . HUMBOLDT Nuc Model: H50016 Nuc Serial #: 1275 ITEM TESTED: Compacted Foundation Fill - 2nd Lift TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION 1 S.W. 0" -12" 12 109.1 114.2 95.5% 2 N.W. 110.9 97.1% 3 Center 110.3 96.6% 4 N.E. 111.7 97.8% 5 S. E. 113.1 99.0% Soil Description: Brown Sand with Clay and Shell Fragments In Place Moisture: . 13.1 % Proctor Optimum Moisture: 10% Proctor Max. Dry Density: P.C.F. 114.2 @ Test Locations the Density & Penetrometer readings indicate the Degree of Compaction Meets Minimum Requirement For a Staked Foundation 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 . Julie E. Keller, P.E. President altered from the approved inspected condition. PE # 68366 1/18/2022 Email: cjrexford@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