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Home My WebLink AboutKSM.01 �-� - KS KEL LER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MAR IN (772) 337-7755 PO, BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALN BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (61) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: k93 FAX (772) 589-6469 BY tuber 4, 2013 M. LurieCo,anly 'cott Purdin 0725 S. Ocean Drive ensen Beach, Florida 34957 10725 S. Ocean Drive Lot 140 Jensen Beach, Florida Permit #: 1306-0191 KSM Project #: 131398-1 d Sir: nclosed, please find the nuclear density test results performed on the footers and )lumn pads at the above referenced project. .. ' y questions, please feel free to call. GENS�c -mail to: ppurdin@pbcgov.com ax and Mail to: St. Lucie County Building Department tail 3 copies EK:km Ronald G. Keller, P.E.: 37293 / Sl Lic. No.: 860 / Julie E. Keller, P.E.: 68366 K S M KE1 LER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MAR IN (772) 337-7755 PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALN BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX ( 61) 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 DA E TESTED: i September 3, 2013 KSM JOB #: 131398-1 d/SH/km PERMIT #: 1306-0191 COS TRACTOR: Scott Purdin JO LOCATION: 10725 S. Ocean Drive Lot 140 Jensen Beach, Florida M ERIAL: Brown and Tan Sand ITEM TESTED: Compacted Foundation Fill for the Footers and Column Pads ---------------------------------------------------------- EST LOCATION DEPTH MOIS- PEN DRY MAX. DRY PERCENT OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION VALUE 1. ��orth 0" — 12" 8.4 44 105.6 110.4 95.7 2. ast i 42 107.7 97.6 3. 31outh 40 106.8 96.7 4. West 42 107.7 97.6 Column Pads ast 0" — 12" 8.4 43 108.1 110.4 97.9 5. 6. Nest 42 106.4 96.4 Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 KSM KE ILER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MAR IN (772) 337-7755 PO, BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PAL BEACH (561) 845-7445 www.ksmenginee(ng.net MELBOURNE (321) 768-8488 FAX ( 61) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 693 FAX (772) 589-6469 MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) ATE TESTED: September 3, 2013 KSM JOB #: 131398-1 p ERMIT #: 1306-0191 ONTRACTOR: Scott Purdin JOB LOCATION: 10725 S. Ocean Drive Lot 140 Jensen Beach, Florida 112 T---I--- T———r--—!——— 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 111 --———I———+------I——— +———I---—I u: I I I I I I I ___ I___ I _ _I __ I___ I ___L I ci 110 I I I I I I I I = I I I I I I I I Lu 109 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 1084----I---+---I----I---+---E---� I I I I I I I I I I I I I I I I 107--------------------�---�--� 9 10 11 12 13 14 15 16 Moisture - Percent of Dry Weight I Description: Brown and Tan Sand ax. Dry Density: 110.4 P.C.F. mum Moisture: 12.2 Percent Julie E. Keller, P.E. Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 KELL ,R, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (72) 337-7755 PO, BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM B q CH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561)j1845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 569 I FAX (772) 589-6469 107 Jeri Rel r 4, 2013 Purdin S. Ocean Drive n Beach, Florida 34957 10725 S. Ocean Drive Lot 140 Jensen Beach,.Florida Permit #: 1306-0191 KSM Project #: 131398-1 d De r Sir: Enlosed, please find the nuclear density test results performed on the footers and column pads at the above referenced project. fthkave any questions, please feel. free to call. ��Coj 1-z 11 __.-------...------ - - 1 i I,!��'�'purdin@pbcgov.com Fa l and Mail to: St. Lucie County Building Department M II 3 copies JE :km RECEIVED SEP 1`0 2013 Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 KELL R, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC. MARTIN '772) 337-7755 PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM B CH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561 1845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693�1FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE ESTED: September 3, 2013 KS JOB #: 131398-1 d/SH/km PERM T #: 1306-0191 CONTj CTOR: Scott Purdin JOB L CATION: 10725 S. Ocean Drive Lot 140 Jensen Beach, Florida MATE i Brown and Tan Sand ITEM ,IAL: ESTED: Compacted Foundation Fill for the Footers and Column Pads -----'---------------------------------------------------------------- TE IS LOCATION DEPTH. MOIS- PEN DRY MAX. DRY PERCENT SAMPLE TURE READ DENSITY PROCTOR COMPACTION ----------------------------------------------- VALUE 1. No qih 0" —12" 8.4 44 105.6 2. Eat 42 107.7 3. So ith 40 106.8 4. W st 42 107.7 m 95.7 97.6 96.7 97.6 5. Ea "t 0" —12" 8.4 43 108.1 110.4 97.9 6. W st 42 106.4 96.4 Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 KSM KELL R, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN 772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BCH (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.: 569 1 FAX (772) 589-6469 MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) DA, E TESTED: September 3, 2013 KSM JOB #: 131398-1 p PE RMIT #: 1306-0191 CONTRACTOR: Scott Purdin JOB LOCATION: 10725 S. Ocean Drive Lot 140 Jensen Beach, Florida 112-F---I---T---r--7---T---r----I I I I I I I I I I I I I I I I I I I I I I I I p I I I I I I I I = I I I I I I I I W 109-r---I---T---r--,-- T---r---� I I I I I I I I 108 -- - — —I— — — + — — — -----+---I--=-1 I I I I i I I I 107-----�---�--.—----�------�----� 9 10 11 12 13 14 15 16 Moisture - Percent of Dry Weight I Description: Brown and Tan Sand Dry Density: 110.4 P.C.F. 00timum Moisture: 12.2 Percent Jullie E. Keller, P.E. Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366