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Home My WebLink AboutKSM PAPPERk A% IIJ AV 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 845 7445 Wwy,ksmengineering.net MELBOURNE (321) 768-8488 CA: : 5693 FAX (56845-8876 8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED: January Td, 2017 PERMIT #: 706 055 c :�_�w CONTRACTOR: Concord Building Corporation JOB LOCATION: 9801 Ocean Boulevard Nettles Island Jensen Beach, Florida MATERIAL: Gray Fine Sand KSM JOB #: 180041 -1 d/SS/ct SCANIVED St. Lucie County ST, 082018 ITEM TESTED: Plumbing Cuts for Bath House #15 TEST LOCATION DEPTH MOIS- PEN DRY MAX. DRY PERCENT OF SAMPLE TURE READ DENSITY PROCTOR aCOMPACTION -------------------------------------------------VALUE 1. East 0" —12" 7.1 38 104.2 105.9 98.4 2. West 32 103.1 97.4 Ronald G. Keller, P.E.: 37293 / SI LIC. No.: 860 / Julie E. Keller, P.E.: 68366 �C1t �1.7�tli KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBAs71AN (772) 589-0712 PALM BEACH 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 CA.: 5693 FAX (56845 8876 8876 E-Mail: KSM®KSMENGINEERING.NET S7: LUCIE (772) 229-9093 FAX (772) 569-6469 MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) DATE TESTED: January V, 2018 KSM JOB #: 180041-1 p PERMIT #: 1706-0550 CONTRACTOR: Concord Building Corporation JOB LOCATION: 9801 Ocean Boulevard Nettles Island Jensen Beach, Florida 107T----T---1----I----T---7----1 I I I I I I II I I I I I I l I I I I I I l 1064----+----I-----------4---- LL I I I I I I I+ U 105J----1-------I-------1---J{ o I I I I I IT I I I I I Iz I I I I I I I I I I I I I 103 4-----I-----4----1+---�;t I I I I I I I I I I I I I 1 I I I I I I I 9 10 11 12 13 14 15! Moisture - Percent of Dry Weight Soil Description: Gray Fine Sand Max. Dry Density: 105.9 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.: 611366 Cp Aug 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 January 4, 2018 Concord Building Corporation 162 N.W. Pleasant Grove Way Port St. Lucie, Florida 34986 Re: 9801 Ocean Boulevard Nettles Island Port St Lucie, Florida Permit #: 1706-0550 KSM Project#: 180041-1d Dear Sir: RECEIVED MAR 2 2 2018 ST. Lucie County, Permitting Enclosed, please find the nuclear density test results performed on the plumbing cuts for bath house #15 at the above referenced project. Shgulldry,ug have any questions, please feel free to contact the office. e NO. 6 -'�a1BCll1t1'� E-mail to: concordbuildingcorp@hotmail.com awa 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 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED: January 3rd, 2017 PERMIT #: 1706-0550 CONTRACTOR: Concord Building Corporation JOB LOCATION: 9801 Ocean Boulevard Nettles Island Jensen Beach, Florida KSM JOB #: 180041-1 d/SS/ct MATERIAL: Gray Fine Sand ITEM TESTED: Plumbing Cuts for Bath House #15 ---TEST-LOCAT-IO-----DEPT-----O-S--------N-----DRY-----MA.------------------ DRY PERCENT OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION VALUE --------------------------------------------------------------------- 1. East 0" —12" 7.1 38 104.2 105.9 98.4 2. West 32 103.1 1.97.4 i Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 Tip V'1 t "L-J AYL 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 MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) DATE TESTED: PERMIT #: CONTRACTOR: JOB LOCATION: LL (J a H n� J Soil Description Max. Dry Density: Optimum Moisture: Julie E. Keller, P.E. President January 3`d, 2018 1706-0550 Concord Building Corporation 9801 Ocean Boulevard Nettles Island Jensen Beach, Florida KSM JOB #: 180041-1p 107T---T -1----I----T — 7--- 1 I I I I I I I I I I I I I 1 I I I I I I I 1064----+--- I -- — — — — — —�---4---- I I I I I I I I I I I I I I I I I I I I 105 ---J — —————— I ----I --- L----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 104T-----,----I----T_ —T — — — I I I I I I I I I I I I I I I I I I I 103 4----+----4---- +----4 I I I I I I I I I I I I I I I I I I I I I 102�----+-----------------� 10 11 12 13 14 15 Gray Fine Sand 105.9 P.C.F. 12.0 Percent Moisture - Percent of Dry Weight Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 ♦ Y ` TIP CA1A 1%L_JA /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 4, 2018 Concord Building Corporation 162 N.W. Pleasant Grove Way Port St. Lucie, Florida 34986 Re: 9801 Ocean Boulevard Nettles Island Port St Lucie, Florida Permit #: 1706-0550 KSM Project#: 180041-1d Dear Sir: JAN 10 2ote I'. Wd�ty permitting Enclosed, please find the nuclear density test results performed on the plumbing cuts for bath house #15 at the above referenced project. J'6bve jany questions, please feel free to contact the office. sanenr�`s'• E-mail to: concordbuildingcorp@hotmail.com APPROVE FILE COPS Ronald G. Keller, P.E.: 37293 / SI Lie. No.: 860 / Julie E. Keller, P.E.: 68366 TOP C 1 t RL-2AW 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 To, 2017 PERMIT #: 1706-0550 CONTRACTOR: Concord Building Corporation JOB LOCATION: 9801 Ocean Boulevard Nettles Island Jensen Beach, Florida KSM JOB #: 180041 -1 d/SS/ct MATERIAL: Gray Fine Sand ITEM TESTED: Plumbing Cuts for Bath House #15 ------------------------------------------------------- TEST LOCATION DEPTH MOIS- PEN DRY MAX. DRY PERCENT OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION --------------------------------------------------------------------- VALUE 1. East 0" —12" 7.1 38 104.2 105.9 98.4 2. West 32 103.1 97.4 AePRov0. [N-E COPY Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 *lclt RIJAn 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.ksmangineering.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 MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) DATE TESTED: January 3`d, 2018 KSM JOB #: 180041-1 p PERMIT #: 1706-0550 CONTRACTOR: Concord Building Corporation JOB LOCATION: 9801 Ocean Boulevard Nettles Island Jensen Beach, Florida 107 7----T---,----I----r---7---, I I I I I I I I I I I I I I I I I I I I I 106 I----+--- a— — — — — ———t——— +----a I I I I I I I I I I u I I I I I I I ci 105 --- --- ----I---- --- --- a. I I I I I I I I I I = I I I I I I I I I I I w 104T-------I----I----r— —T---, I I I I I I I I I I I I I I I I I I I 1034----+----4----I-------+----4 I I I I I I I I I I I I I I I I I I I ! I 102---+-----------�---�---� 9 10 11 12 13 14 15 Moisture - Percent of Dry Weight Soil Description: Max. Dry Density: Optimum Moisture: Julie E. Keller, P.E. President Gray Fine Sand 105.9 P.C.F. 12.0 Percent Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366