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Home My WebLink AboutKSM REPORTS91/22/2019 14:54 KSM ENGINEERING TZ&F S M KELLER, SCHLEICHER & MacWILL1AM ENGIN MARTIN (772) 337-7755 RO, BOX 78-1377, SEBASTIAN, F PALM BEACH (561) 845-7445 www.ksmengineering.net FAX (561) 845.8876 E-Mail: KSM®KSMENGINEERING C.A.: 5693 January 22, 2019 772589Fd5�, Abercrombie's Land Services 5501 Emerson Avenue Ft. Pierce, Florida 34951 Re: 1805 Cody Lane Ft. Pierce, Florida Permit #: 1812-0459 KSM ProjectM 190298-1d Dear Sir: PAGE 01/06 L F321 C I ) 9.0712 MELBOU E 21) 8488 .NET ST. LUCIE (772) 229-9093 FAX (772) 589-9469 SGANNC-® BY St. Lucie County Enclosed, please find the nuclear density test results performed on the house pad and detached garage at the above referenced project. -ase feel free to contact our office. E-mail to: abercrombie5501@gmail.com Fax and Mail to: St. Lucie County Building Department Ronald G. Keller, P.E.: 37293 / SI Lie. No.: 860 / Julie E. Keller, P.E.: 68366 01/22/2019 14:54 772589'7^r,,5- - KSM ENGINEERING PAGE 02/06 Up OIL Ar Z%IJ VA KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7765 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) SM0712 PALM BEACH (561) 845-7445 www.ksmenglneering.ne! MELBOURNE (321) 768-8488 FAX (661) 80-8875 E-Mail: KSMOKSMENGINEERING.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: January 21It, 2019 KSM JOB #; 190298-1d/ SS/ct PERMIT #: 1812-0459 CONTRACTOR: Abercrombie's Land Services JOB LOCATION: 1805 Cody Lane Ft. Pierce, Florida MATERIAL; Brown Sand with Traces of Clay ITEM TESTED: House Pad & Detached Garage TEST LOCATION -------- --- DEPTH MOTS- PEN -- DRY MAX. DRY PERCENT OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION -------------------- --------- ---------------- VALUE --------------- House Pad - fat Lift 1. N. E. 0" -12" 7.1 41 107.3 108.3 99.1 2. Center 39 105.1 97.0 3, S.W. " 37 104.6 96.6 House Pad = 2"" Lift 4. N.E. 12" - 24" 8.7 42 105.9 108.3 97.8 5. Center 45 108.0 99.7 6. S.W. 42 106.5 " 98.3 House Pad - 3rd 7. N.E. 24" - 36" 7.9 43 107.2 108.3 99.0 8. Center 42 106.4 98.2 S. S.W. 39 105.2 " 97.1 Garacra Pad 10. N.E. 0" -12" 6.8 40 105.9 108.3 97.8 11. Center 43 107.6 " 99.4 12. S.W. 42 106.2 U98.1 Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, RE,; 68366 01/22/2019 14:54 772589c�,A59 KSM ENGINEERING PAGE 03/06 •... A% ira KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 RO. BOX 78-1377, SEBASTIAN' FL 3297&1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 g.net MELBOURNE 327 768-8488 FAX (561) 845-8876 wwMOKS ENGINEERIN ST. LUCIE ( ) 229-9093 E-Mail: KSM@KSMENGINEERING.NET (n� 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) January 2V% 2019 ' 1812-0459 Heritage Contracting 1805 Cody Lane Fort Pierce, Florida KSM JOB #: 190298-1p 109TI---T----1----I----I---7---1 I I I I I I I I I I I I I I I I I I I I I 1 I I I I 108-1---- l _--4— --1-- —1---- 4----4 I I I I 1 I I I I I I I I I I I I I I I I I I I I 107 --- - -- I I I I I 1 I I ---- I---- I -- I--- I 1 I I 1 I I 1 I I I I I i 1 I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I 105 i----i ----------1—-4---_4 10 11 12 13 14 15 Moisture - Percent of Dry Weight Brown Sand with Traces of Clay 108.3 P.C.F. 12.0 Percent Ronald G. Keller, P.E.: 37293 / 91 Lic. No.: 860 1 Julie E. Keller, RE.: 68366 LiiYi FILE COPY i� 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 January 22, 2019 Abercrombie's Land Services 5501 Emerson Avenue Ft. Pierce, Florida 34951 Re: 1805 Cody Lane Ft. Pierce, Florida Permit #: 1812-0459 Sf oG KSM Project#: 190298-1d Dear Sir: RECEIVED FEB 1` 2 2011 Permitting Department St. Lucie county Enclosed, please find the nuclear density test results performed on the house pad and detached garage at the above referenced project. Should.you have any questions, please feel free to contact our office. E-mail to: abercr6mbie5501@gmail.com Fax and Mail to: St. Lucie County Building Department Ronald G. Keller-P.E.: 37293 / SI Lic. No.: 860 / .lulie F. Keller P_F_: RRRR6 Tip CAlkf JL%IJJLVL 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: January 215t, 2019 KSM JOB'#: 190298-1d/ SS/ct PERMIT #: 1812-0459 CONTRACTOR: Abercrombie's Land Services JOB LOCATION: 1805 Cody Lane Ft. Pierce, Florida MATERIAL: Brown Sand with Traces of Clay ITEM TESTED: House Pad & Detached Garage ------------------ TEST LOCATION -------- DEPTH ------------------ MOTS- PEN ---- DRY --------------------- MAX. DRY PERCENT OF SAMPLE . TURE READ DENSITY PROCTOR COMPACTION --------------------------------------------------------------------- VALUE House Pad- I" Lift 1. N.E. 0" -12" 7.1 41 107.3 108.3 99.1 2. Center 39 105.1 97.0 3. S.W. 37 104.6 96.6 House Pad - 2nd Lift 4. N. E. 12" - 24" 8.7 42 105.9 108.3 97.8 5. Center 46 108.0 99.7 6. S.W. 42 106.5 98.3 House Pad - 3rd Lift 7. N.E. 24" - 36" 7.9 43 107.2 108.3 99.0 8. Center 42 106.4 98.2 9. S.W. 39 105.2 97.1 Garage Pad 10. N. E. 0" -1.2" 6.8 40 105.9 108.3 97.8 11. Center 43 107.6 99.4 12. S.W. 42 106.2 98.1 Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 TIP C 19 Z11;1AVL 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.:116693 - FAX (772) 589-6469 DATE TESTED: PERMIT #: CONTRACTOR: JOB LOCATION: d a F- 0 Soil Description: Max. Dry Density: Optimum Moisture: Julie E. Keller, P.E. President MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) January 21st, 2019 1812-0459 Heritage Contracting 1805 Cody Lane Fort Pierce, Florida KSM JOB #: 190298-1p 109 T--- r----I----1----T_ 'T----1 I I I I I I I I I I 6 I I I I I I I I I I I I I I I 1084-----4-----a— --I--—t----4----a 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 I I I I I I I I I I I I I I I I I I I I I I I I 106-+----+----I----I----+ --- ---� I I I I I I I I I I I I I I I I I I I l I I I I I I I I 9 10 11 12 13 14 15 Moisture - Percent of Dry Weight Brown Sand with Traces of Clay 108.3 P.C.F. 12.0 Percent Rnnalrl GKellar PF • A79QA / RI 1 in. mn • RRn / .lulu F_ Kellar PFe RRRRR 02/07/2019 13:00 7725896469 KSM ENGINEERING i!` PAGE 01/03 KSM L?,) Q -0 9 KELLER, SCHLEICHER 8, MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 R O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) W-7445 wwwAksmengineering.net MELBOURNE (321) 768-8488 FAX (581) 845-8876 E-Mail: KSM®KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (T72) 589-6469 January22, 2019 Abercrombie's Land Services 5501 Emerson Avenue Ft. Pierce, Florida 34951 Re: 1805 Cody Lane Ft Pierce, Florida Y4M' 1P+^ unit i#i1812b459=-klaus "Fad - KSM Project#: 190298.1d Dear Sir. SCANNED BY St. Lucie County RECEIVED FEB 0-7 Imo f'0rmltting Departmern St. Lucie County Enclosed, please find the nuclear density test results performed on the house pad and detached garage at the above referenced project, any questions, please feel free to contact our office. E-mail to: abercrombie5501@gmail.com Fax and Mail to: St. Lucie County Building Department Ronald G. Keller, P.E.: 37293 / SI Lio, No.: a60 / Julie E. Keller, P.E.: 68366 02/07/2019 13:00 7725896469 KSM ENGINEERING PAGE 02/03 i ft 1%sm KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 F.O. BOX 78-1377, SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 wwwAsmengineering.net MELBOURNE (321) 768-8488 FAX (561) 645-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUGIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED: January 213t, 2019 KSM JOB #: 190296-1d/ SS/ct PERMIT #; 1812-0459 - House Pad 1901-0141 - Garage CONTRACTOR: Abercrombie's Land Services JOB LOCATION: 1805 Cody Lane Ft. Pierce, Florida MATERIAL: Brown Sand with Traces of Clay ITEM TESTED: House Pad & Detached Garage TEST LOCATION DEPTH MOTS- PEN DRY MAX. DRY PERCENT OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION ------------------------------------------------ VALUE House Pad -19 Lift 1. N.E. 0" -12" 7.1 41 107.3 108.3 99.1 2. Center 39 105.1 97.0 3. S.W. 37 104.6 96.6 House Pad - 2"" Lift 4. N. E. 12" - 24" 8.7 42 105.9 108.3 97.8 5. Center 46 108.0 99.7 6. S.W. 42 106.5 " 98.3 House Pad- 3rd Lift 7. N. E. 24" - 36" 7.9 43 107.2 108.3 99.0 8. Center 42 106.4 " 98.2 9, S.W. 39 105,2 97,1 Garage Pad 10. N.E. 0" - 12" 6.8 40 105.9 108.3 97.8 11. Center 43 107.6 99A 12. S.W. 42 106.2 98.1 Ronald G. Keller P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 02/07/2019 13:00 7725896469 KSM ENGINEERING PAGE 03/03 J S21M KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 PO. BOX 78-1377 SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589.0712 PALM BEACH (561) 845-7445 wwwAsmengineering.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 M CONTRACTOR: JOB LOCATION: J tg Soil Description: Max. Dry Density: Optimum Moisture: Julie E. Keller, P.E. President MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) January 21st, 2019 1812-0459 — House Pad 1901-0141 —Garage Pad Heritage Contracting 1805 Cody Lane Fort Pierce, Florida KSM JOB #: 190298-1p 109 T---T----I----I----�----T---1 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 1084----4.----I— I I I I I I I I I I I I I I I I I I I 1 I I I I I 107 --- �--- 1 1---� I I I I I ----I I I ----I I I I I I f I I I I I I I I I I I I I I I I I I I I 106-----+---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 I I I 1054---- --- i-------� --- {--- i 9 10 11 12 13 14 15 Moisture - Percent of Dry Weight Brown Sand with Traces of Clay 108.3 P.C.F. 12.0 Percent 2 Ronald G. Keller, P.E.: 372931 SI Lic. No.: 860 / Julie E. Keller, PE_: 08268