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Home My WebLink AboutKSM REPORTSTrclke • 110, ^nos KELLER, SCHLEICHE-R &--MacWILLIAM-ENGINEERING AND TESTING,-INC. MARTIN V72) 337-7755 P.O. BOX 78-1377' SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 MELBOURNE (321) 768-8488 FAX (561) 845-8876 www.ksmengineering.net ST. LUCIE 72 229-9093 E-Mail: KSM@KSMENGINEERING.NET � ) C.A.: 5693 - FAX (772) 589-6469 April 8, 2019 RECEIVED SCANNED Van Wal Contracting Inc. APR 15 7019 BY 5475 NW St. James Drive, Suite #401 permitting Departure, St. Lucie County Port St. Lucie, FL 34983 St. Lucie Coup" Re: 6105 Pinetree Drive Fort Pierce, Florida Permit #: 1902-0065 KSM Project #: 191349-1 d Dear Sir: Enclosed, please find the nuclear density test results performed on the front and rear column pads at the above referenced project. Should you have any questions, please feel free to contact the office. Ke_ler = retE OF gvGtIi19P'k�'�.: Email to: bobbi.vanwal@gmail.com Fax and Mail to: St. Lucie County Building Department Ronald G. Keller. P.E.: 37293 / SI Lic- No.: 860 / Julie E- Keller. P.E.: 68366 KELLER, SCHLEICHER & MacW1LLIAM ENGINEERING AND TESTING-, INC. MARTIN (772) 337-7755 RO. 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 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED: April 5, 2019 KSM JOB #: 191349-1 d/SS/cv PERMIT #: 1902-0065 SC,A vIve `St CONTRACTOR: Van Wal Contracting Inc. Lucie county JOB LOCATION: 6105 Pinetree Drive Fort Pierce, Florida MATERIAL: Tan Sand ITEM TESTED: Front and Rear Column Pads --------------------------------------------------------------------- TEST LOCATION DEPTH MOIS- PEN DRY MAX. DRY PERCENT OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION --------------------------------------------------------------------- VALUE Front 1. S.E. 0 — 12" 10.2 43 104.1 108.3 96.1 2. N.W. " 46 106.7 98.5 Rear 3. S.W. 0 — 12" 9.3 44 105.3 108.3 97.2 4. S. E. 48 107.2 99.0 5. N.W. 45 106.1 98.0 6. N. E. " 44 105.8 97.7 * Tdrrlkff a A%0;Jl`AW KELLER, SCH_LEICHER & 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 MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) DATE TESTED: April 5, 2019 KSM JOB #: 191349-1p PERMIT #: 1902-0065 CONTRACTOR: Van Wal Contracting Inc. JOB LOCATION: 6105 Pinetree Drive Fort Pierce, Florida 109-r----r--7---1---I---r--T---r--, I I I I I I I I I I I I I I I I I 108E--1--1--J---1——L--1--1--J I I I I I I I I I p I I I I I I I I I 107i --t-- ---I——I---H--t --t b I I I I I I I I I = 106--T--—---� --�--T-----I (D I I I I I I I I I � 105 I I I I I I I I ---I -- t-----I---�--= -- t--� 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 104 r-- -- r-----I---r--t--7.---i I I I I I I I I I I I I I I I I I I 103�--�-- i--------�--� ---- 7 8 9 10 11 12 13 14 15 Moisture - Percent of Dry Weight Soil Description: Tan Sand Max. Dry Density: 108.3 P.C.F. Optimum Moisture: 12.0 Percent Julie E. Keller, P.E. President Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller. P.E.: 68366 04/09/2019 08:37 772589� KSM ENGINEERING PAGE 01/04 ' /9az — co65 trrILt -n�iva - LcC(� p��OQ 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 wwwA rmengineering.net MELBOURNE (321) 768-8488 ST. LUCIE (772) 229-9093 FAX (561) 845.8876 ' E-Mall: KSM�KSMENGINEERING.NET FAX (772) 589-6469 C.A.:5693 April 8, 2019 Van Wal Contracting Inc. 5475 NW St. James Drive, Suite #401 Port St. Lucie, FL 34983 Re: 6106 Pinetree Drive Fort Pierce, Florida Permit #: 1902-0065 KSM Project#: 191349-1d Dear Sir: RECEIVED APR 0 9 7019 Permitting DepaitMent St. Lucie County SCANNED St. Lucie County Enclosed, please find the nuclear density test results performed on the front and rear column pads at the above referenced project. have any questions, please feel free to contact the office. nint�•- Email to: bobbi.vanwal@gmail.com Fax and Mail to: St. Lucie County Building Department Ronald G_ Kellar, P.E.: 37293 / SI Lie. No.: 860 / Julie E. Kellar, P.C.: 68366 [ 04/09/2019 08:37 772586 KSM ENGINEERIJ6. PAGE 02/04 WOWS KELLER, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC. MARTIN (r72) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 ww .ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET Sr. LUCIE (772) 229-9093 C.A.:5693 FAX (772)589-6469 • SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED: April 5, 2019 KSM JOB #: 191349-1d/SS/cv PERMIT #: 1902-0065 SC CONTRACTOR: Van Wal Contracting Inc. 1VNZD St �uCie JOB LOCATION: 6105 Pinetree Drive CpUn ty Fort Pierce, Florida MATERIAL: Tan Sand ITEM TESTED: Front and Rear Column Pads TEST LOCATION DEPTH MOTS- PEN DRY MAX. DRY PERCENT OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION VALUE Front 1. S.E. 0 —12" 10.2 43 104.1 108.3 96.1 2. N.W. " 46 106.7 98.5 Rear 3, S.W. 0 —12" 9.3 44 105.3 108.3 97.2 4. S.E. 48 107.2 99.0 5. N.W. 45 . 106.1 98.0 6. N.E. " 44 105.8 97.7 Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P E.: 68366 . 04/09/2019 08:37 77258 KSM ENGINEERIJJW PAGE 03/04 Up OIL IN KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377 SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 689-0712 PALM BEACH (561) 846-7445 wwwAsmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSMQKSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 599-6469 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 15577 April 5, 2019 1902-0065 van Wal Contracting Inc. 6105 Pinetree Drive Fort Pierce, Florida KSM JOB t6AW V St. LucBY D ie Count y 109 7---r--7--7---I---r--t---r---1 I I I I 1 1 I I 1 I I I I 1 I I I 1081___L__1__J___I_ 1__1__J I I 1 I I I I I I I I I 1 I I I I I 1 1 I I I I I 1 I 1 I 1 I 1 I I I I I 1 I 1 I 1 106 I __ I -- I_ I I I 1 1 I I I 1— I— r --T-- I ---I I I I I I I I 1 I I I I I I I I 1054---4--- 4----.4---4 I I 1 I I I I I 1 I 1 I I 1 1 I I I I I I I 1 I I I I I I I 1 I 1 I I I I I I 1 I 1 I I I 1034--4---� 7 8 Tan Sand 108.3 P.C.F. 12.0 Percent 10 11 12 13 14 15 Moisture - Percent of Dry Weight Ronald G. Keller, P.E.: 37293 / SI Lic. No-: 860 / Julie E. Keller, P.E.: 68366