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Home My WebLink AboutKSM NUCLEAR DENSITY TESTSCANNED Oct C) 3 KELL5 �ITLHP'CE'I' HER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 7811377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 I wwwksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 1 FAX (772) 589-6469 Revised: November 19, 2018 November 5, 2018 South Florida Land Clearing, Inc. 15701 Orange Avenue Fort Pierce, Florida 34945 Re: 15327 Sky King Drive Port St Lucie, Florida. Permit #: 1804-0357 KSM Project #: 183838-1 Dear Sir: FILE COPY Enclosed, please find the nucleael density test results performed on the first lift for the house pad at the above referenced project. S c�11� Yolk p y questions, p feel free to contact us. RECEIVED NOV 2 g 2018 Permitting pepa Cment St. Lucie coun Y °ii JEIUdtstis�••�•••� Email to: sflcgw@gmail.com; timm'cewen55@gmail.com Mail 3 Copies Ronald G. Keller, P.E.: 372931 SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 1 KELLER, SCHLEICHER & MdcWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 76 1377 SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 ' www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 ' FAX (772) 589-6469 DATE TESTED PERMIT # CONTRACTOR JOB LOCATION: Soil Description: Max. Dry Density: Optimum Moisture: Julie E. Keller, P.E. President MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) November 2nd, 2018 1804-0357 South Florida Land Clearing, Inc. 15327 Sky King Drive Port St Luci , Florida KSM JOB #: 183838-1 p 110----T---,----I----r---7----� I II I I I I I I I I I I I I I I I I I I I 109 4----+— -A----I----4-----4----I I I I I I I 1 I I I I I I 108 --—— — — I--- --- --- I I I I I I I I I I I I I I I I I I I I I I I I I I 107 -----�--—,----I----r——T----I I tl I I I I I I I I I I I I II I I I I I 106+----+---————I--— — t---- ----I 105 �---- �----'-------------�---� 9 10 11 12 13 14 15 , Moisture - Percent of Dry Weight Tan & Orange ,Sand with Clay 108.8 P.C.F. 12.0 Percent I Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 i - Y KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 ; www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED: November 2"d, 2018 KSM JOB #: 183838-1d/SS/ct PERMIT #: 1804-0357 CONTRACTOR: I South Florida Lind Clearing, Inc. JOB LOCATION: 15327 Sky King iDrive Port St Lucie, Florida MATERIAL. Tan & Orange Sand with Clay ITEM TESTED: 11 Lift for the House Pad TEST LOCATION -----------,------------------------------------------ DEPTH MOTS- PEN DRY MAX. DRY PERCENT OF SAMPLE �'IURE READ DENSITY PROCTOR COMPACTION VALUE 1. S. E. 0" — 12" 18.9 50+ 104.8 108.8 96.3 2. S.W. 108.2 9199.4 3. Center 106.7 98.1 4. N.W. I 108.6 99.8 5. N.E. I 104.7 96.2 Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 Te IL R _- DWYL KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P 0. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 1 FAX (772) 589-6469 Revised: November 19, 2018 November 9, 2018 i South Florida Land Clearing, Inc. 15701 Orange Avenue Fort Pierce, Florida 34945 I Re: 15327 Sky King Drive RECEIVED Port St. Lucie, Florida NOY 2 8 2010 Permit #: 1804-0357 Permitting Department KSM Project #: 183838-2d St. Lucie county Dear Sir: Enclosed, please find the nuclear; density test results performed on the second and final lifts for the house pad at the above referenced project. S ��t�J@t Kany questions, please feel free to contact the office. .� • ��•..:... �i No r � r r • r • � • IDP•' . Email to: sflcgw@gmail.com; timmcewen55@gmail.com Mail 3 Copies Ronald G. Keller, P.E.: 37 193 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 v � ► I AM KELLER, SCHLEICHER & M6cWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED: November 6t't Iru 7t'', 2018 KSM JOB #: 183838-2d/SS/MH/cv PERMIT #: 1804-0357 CONTRACTOR: South Florida Land nd Clearing, Inc. JOB LOCATION: 15327 Sky King- Drive Port St. Lucie, Florida MATERIAL: i A.) Tan and Orange Sand with Clay B.) Brown Claye!d Sand with Shell Fragments ITEM TESTED: Compacted Foundation Fill for the House Pad ------------:------------------------. TEST LOCATION DEPTH MOIS- PEN DRY D------------------ MAX_ PERCENT OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION --------------------------I----------------------VALUE --------------- 2nd Lift 1. S.E. 1' - 2' 8.9 50+ 107.4 A.) 108.8 98.7 2. S.W. 91109.3 100.5 3. Center 108.1 i 99.4 4. N.W. j" 108.7 99.9 5. N.E. 106.5 97.9 Final Lift 6. S.W. 0 - 1' T6 55 115.3 B.) 117.3 98.3 7. N.W. 1 56 116.2 99.1 8. Center 54 114.5 97.6 9. S.E. 54 114.5 97.6 10. N.E. i "' 55 113.9 97.1 i Ronald G. Keller, P.E.: 37293 % SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 , www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSMQKSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 DATE TESTED PERMIT #: CONTRACTOR JOB LOCATION: E, Soil Description Max. Dry Density: Optimum Moisture: Julie E. Keller, P.E. President MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) 1 Novemberll6t" thru 7th, 2018 KSM JOB #: 183838-2pa 1804-0357I, South Florida Land Clearing, Inc. 15327 SkyKing Drive Port St. Lucie, Florida 110-1--- iT----1----I----r---7---� I i t I I I I I 109 4----4-----I----I----t----4----4 I I I I I I I I I I I I I I I I I I I I I I -------I--- --- --- 108 I I I I I I I I II I I I I I 107T----T— ------I----r— --T---, I it I I I I I 1064----+----4----I----4---- ----I III I I I I I II I I I I I 105------------------------� 9 110 11 12 13 14 15 Moisture - Percent of Dry Weight Tan and Orange Sand with Clay 108.8 P.C.F. 12.0 Percent Ronald G. Keller, P.E.: 372931/ SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 1 � 4 • KELLER, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 781-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 i MOISTUIRE-DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) DATE TESTED: November;6th thru 7th, 2018 KSM JOB #: 183838-2pb PERMIT #: 1804-0357 CONTRACTOR: South Florida Land Clearing, Inc. I JOB LOCATION: 15327 Sky! King Drive Port St. Lucie, Florida 118 7----T----I----I----r---7----1 0 I I I I I I I U I I I I I a I I I I I I I = 116 � I I I I I I I W I I I I I I I 1144----1 � --------I--------4----4 7 8 9 10 11 12 13 Moisture - Percent of Dry Weight Soil Description: Brown Clayed Sand with Shell Fragments i I Max. Dry Density: 117.3 P.C.F. Optimum Moisture: 10.0 Percent i Julie E. Keller, P.E. President Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366