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Home My WebLink AboutKSMFELLER, 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 August 30, 201.8 JosB Concrete Perfection Jose Vides 383 S.W. North Shore Blvd. Port Saint Lucie, Florida 34986 Re: 17900 Wagon Wheel Lane Port St Lucie, Florida Permit #: 18060521 KSM Project #: 182959-1d Dear Mr. Vides: SCANNtu BY W11plArninti . R111c, SFp. Fo PIN,* �_49160 4% co eAd Enclosed, please find the nuclear density test results performed on the footers and pad fill at the above referenced project. Shoyl4XQum have any questions, please feel free to contact the office. • O O � O a 4 ^ u 0 J et ler • d I en •�� J�i�7gffliSSt. E-mail to: josbconcreteperfection@hotmail.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 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: August 29t", 2018 KSM JOB #: 182959-1d/MH/ct PERMIT #: 18060521 CONTRACTOR: JosB Concrete Perfection JOB LOCATION: "17900 Wagon Wheel Lane Port St Lucie, Florida MATERIAL: Brown Sand ITEM TESTED: Footers and Pad Fill ------------------------------------------------------------------------ TEST LOCATION DEPTH MOIS- PEN DRY MAX. DRY PERCENT OF SAMPLE TURE DENSITY PROCTOR COMPACTION ------------------------------------------------------------------------ VALUE 1. North 0". — 12" 11.3 50 107.6 110.9 97.0 2. West 50 109.2 - 98.5 3. South 50 106.0 95.6 4. East IfIt50 110.4 99.5 5. S. E. Corner of Pad " . 50 111.6 100.6 6. Center of Pad 50 109.3 9998.6 7. N.W. Corner of Pad 50 108.3 It97.7 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: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 DATE TESTED: PERMIT #: MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) August 29th, 2018 18060521 CONTRACTOR: JosB Concrete Perfection JOB LOCATION: Soil Description 17900 Wagon Wheel Lane Port St Lucie, Florida KSM JOB #: 182959-1 p 112 -r----r---—I———— F——— -r---,— — — — 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 I I IIII I1 110—------- 1094----+--—-----IIIIII --------IIIIII 1 I I I I I I I I I I I I I I I I 108-1-----1----1---- — — — ----1 I I I I I I I I I I I I I I I 11 I I I I 107 4-----I----4----I-----�----I----� 9 10 11 12 13 14 15 Moisture - Percent of Dry Weight Brown Sand Max. Dry Density: 110.9 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 08/30,!2018 16:04 7725896469 KSM ENGINEERING a � PAGE 01/03 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 www.ksmengineering_net MELI3OURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM @KSMENGINEERING.NET ST LUCIE (772) 229-9093 C.A.: 5693 rAX (772) 589-6469 August 30, 2018 JosB Concrete Perfection Jose Vides 383 S.W. North Shore Blvd. Pork Saint Lucie, Florida 34986 Re: 17900 Wagon Wheel lane Port St Lucie, Florida Permit M 18060521 KSM Project#: 182959-1d Dear Mr. Vides: RECEIVE,) Sfp'4D4 1018 Pe StjtLucie County ent Enclosed, please find the nuclear density test results performed on the footers and pad fill at the above referenced project. Shot{Id.yai4,bpve any questions, please feel free to contact the office. J E K/6t'"' % k q "' E-mail to: josbconcreteperfection@hotmail.com Fax and Mail to: St. Lucie County Building Department /9_n� - ova ( FILE COPV Ronald G, Keller. P.E.: 37203 / Si Lic;. �Jrj.: t?f;0 / JP11 rh P Karlrr Pr- • r,R•;(r,F 08/30/3018 16:04 7725896469 KSM ENGINEERING -- PAGE 02/03 C!IL Ar GIAft KELLER, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 PO, 13OX 78-1377, SEBASTIAN 1=L 32978-1377 SEBASTIAN (772) 689-0712 PALM 8E4CFI (561) 845-7446 wwwAsmengineering.not MELBOURNE (321) 768-8485 FAX (561) 845-8876- E-Mail: KSMRKSMENGINEERING.NET ST E 72 LUCI229.9093 C.A.:5693 } FAX (i 72) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED: August 29t', 2018 KSM JOB #: 182959-1d/MH/ot PERMIT M 18060521 CONTRACTOR: JosB Concrete Perfection JOB LOCATION: 17900 Wagon Wheel Lane Port St Lucie, Florida MATERIAL: Brown Sand ITEM TESTED: Footers and Pad Fill TEST LOCATION -- +DEPTH- - MOIS- - PEN DRY - ^ MAX. DRY PERCENT OF SAMPLE TURE DENSITY . PROCTOR COMPACTION -------------.-------------------------------------- _VALUE___---"___ 1. North 0" —12" 11..3 50 107.6 110.9 97.0 2. West 50 109.2 , 98.5 3. South 94 50 106.0 95.6 4. East 94 50 110.4 99.5 5. S.E. Corner of Pad 50 111.E 100.6 6. Center of Pad 50 109.3 9$.6 7. N.W. Corner of Pad 50 108.3 it97.7 Ronald G. Kellor, R[.: 37293 / Sl l-'r:. Mtn.; 860 ,,Ulio E_ Ksllfir, RE.: 68366 48/30/2018 16:04 7725896469 KSM ENGINEERING, --,PAGE 03/03 IV 01k 9 LJAVL KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 5 PO, BOX 78-1377, SEBASTIAN, EL 32978-'1377 SEBA$TIAN (772) 589.0712 PALM BEACH (561) 561) 84845-7q.45 wwksmengineering.net MELBOURNE (321) 768-8488 FAX {58845-8876 w.E-Mail: KSM@KSMENGINEER1MG.NET ST. LUCK (772) 229-9093 C.a_: 6693 FAX (772) 589.6469 DATE TESTED: PERMIT #: CONTRACTOR: JOB LOCATION 0 Soil Description: Max. Dry Density:.. Optimum Moisture: Julie E. Keller, P.E. President MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) August 29th, 2018 18060521 Jo$B Concrete Perfection 17900 Wagon Wheel Lane Port St Lucie, Florida' KSM JOB #: 182959-1p 112T----T.,-_"`_1'_.-`_t"_'-_7___-�_--_�I I I I I I I I I I r I I I I 111 fi-----t---�------r_----I_�,_1 r I I I I I I r I I 1 I I I I I I I I I I I I I I f I • II I t r I 109 4-----F ,—I-- -—h----+� --I --I I I I I I I I I I r I I 1 I r I I t I I I I I I r r I 1074-,--,--�I---I-----�- 1----1 9 10 11 12 13 14 15 Moisture - Percent of Dry Weight Brown Sand 110.9 P.C.F. 12.0 Percent Rhnald r_ KrRFr RF.: 3i293 / SI I_ic. A{��.: 3f�� ,/ �h.ilie E. Krrfr.r. P.F.; G836E