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HomeMy WebLinkAboutCompaction Test _ UPC!IL9 L%L_Jl VL 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 July 6, 2017 Pro-Tech Professional Services, Inc. John Notoris 2000 Coconut Road Boca Raton, FL 33432 Re: Cespedes Residence Ginn Ranch 16675 C24 Canal Road Port St Lucie, Florida Permit#: 7040509 17040601 17040603 17040604 7040605 KSM Project#: 17 806-8d Dear Mr. Notoris: Enclosed, please find the nuclear density test results performed on the pool pavilion and the pool house at the above referenced project. %-.'101[tlt ldltt//�/ oA® any questions, please feel free to contact the office. • spe-ctf0— o g s a���tltttl,�t� JEK/cc ECEIVE E-mail to: kimnotoris@gmail.com JUL 14 2017 Fax and Mail to St. Lucie County Building Department F. BY: `a Ronald G. Keller, P.E.:37293/SI Lic. No.: 860 / Julie E. Keller, P.E.:68366 L-7 AVL 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: July 51h, 2017 KSM JOB#: 170806-8d/MH/cc PERMIT#: 17040509 17040601 17040603 17040604 17040605 CONTRACTOR: Pro-Tech Professional Services, Inc. JOB LOCATION: Cespedes Residence Ginn Ranch 16675 C24 Canal Road Port St Lucie, Florida MATERIAL: Brown Sand with Shell and Clay Fragments ITEM TESTED: Pool Pavilion and the Pool House - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TEST LOCATION DEPTH MOIS- PEN DRY MAX. DRY PERCENT OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION VALUE 1. S.E. 0 — 12 11.2 53 113.3 113.4 99.9 2. Center 53 113.0 99.6 3. N.W. - 50 108.8 9195.9 Ronald G. Keller, P.E.:37293/SI Lic. No.:860 / Julie E. Keller, P.E.:68366 JN.IJAvL 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 MOISTURE-DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) DATE TESTED: July 5th, 2017 KSM JOB #: 170806-8p PERMIT#: 17040509 17040601 17040603 17040604 17040605 CONTRACTOR: Pro-Tech Professional Services, Inc. JOB LOCATION: 16675 C24 Canal Road Port St Lucie, Florida 114 - - - - - r - - - - 7 - - - - - - - - - -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 o I I I I I 113L - - - - 1 -- - - - - - - J — — — —I— — — — —I I I I v I I I I I I a I I I I I I = I I I I I I w 112 fi - - - - }- - - - -} - - - - -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 I I I I 9 10 11 12 13 14 Moisture-Percent of Dry Weight Soil Description: Brown Sand with Shell and Clay Fragments Max. Dry Density: 113.4 P.C.F. Optimum Moisture: 11.6 Percent Julie E. Keller, P.E. President Ronald G. Keller, P.E.:37293/SI Lic. No.: 860 / Julie E. Keller, P.E.:68366 07/07/2017 12:15 7725896469 KSM ENGINEERING PAGE 05/10 A%1r7ir'AL KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN(772)337-7755 PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN(772)5139-0712 PALM BEACH(561)845-7446 wwwAsmengineering.not MELBOURNE(321)768�8488 FAX(561)845-8876 E-Mail:KSMQKSMENGINEERING.NET ST.LUCIE(772)229-9093 C.A.:5693 FAX(772)589-6469 July 6, 2017 Pro-Tech Professional Services, Inc. John Notoris 2000 Coconut Road Boca Raton, FL 33432 Re: Cespedes Residence Ginn Ranch 16676 C24 Canal Road, Port St Lucie, Florida Permit#:167040509 17040601 17040603 17040604 17040606 KSM Project#� 06-861 Dear Mr. Notoris: Enclosed, please find the nuclear density test results performed on the pool pavilion and the pool house at the above referenced project. .{�If/ any questions, please feel free to contact the office. M = K r W. Ill+/1 111lrtll'k�� J EK/cc E-mail to: kimnotoris@gmail.com Fax and Mail to St. Lucie County Building Department Ronald G.Keller, P.E.:37293/SI Lic.No.:860 1 Julie E.Keller,P.E.:68366 07/07/2017 12:15 7725896469• KSM ENGINEERING • PAGE 06/10 L%LJ.LVL KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN(772)337-7755 P.Q. 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.NEr ST.LUCIE(772)229-9093 C.A.:5693 FAX(772)589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED: July 51h, 2017 KSM JOB#: 170806-8d/MH/cc PERMIT#: 17040509 17040601 17040603 17040604 17040605 CONTRACTOR: Pro-Tech Professional Services, Inc. JOB LOCATION: Cespedes Residence Ginn Ranch 16675 C24 Canal Road Port St Lucie, Florida MATERIAL: Brown Sand with Shell and Clay Fragments ITEM TESTED: Pool Pavilion and the Pool House TEST LOCATION--- - - - - - - ---- - - - ---DEPTH --TMOIS -- PEN - - --DRY - - -MAX. DRY T ^PERCENT- - - OF SAMPLE TURF READ DENSITY PROCTOR COMPACTION VALUE 1. 5.E. 0"-- 12" 11.2 53 113.3 113A 99.9 2. Center 53 113.0 99.6 3_ N-W. U50 108.8 95.9 Ronald G.Keller, P.E.:37293/SI Lic.No..860 1 Julie E. Keller,P.E.:68366 07/07/2017 12:15 772589646q KSM ENGINEERING PAGE 07/10 • a. IV 01 t 9%I jJVL KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN(772)337-7755 R 0. BOX 78-1377 SEBASTIAN, FL 32978-1377 SEBASTIAN(772)589-0712 PALM BEACH (561)845-7445 www-ksmenginearing.net MELBOURNE(321)768-8486 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: July 5t', 2017 KSM JOB #: 170806-8p PERMIT#: 17040509 17040601 17040603 17040604 17040605 CONTRACTOR: Pro-Tech Professional Services, Inc. JOB LOCATION: 16675 C24 Canal Road Port St Lucie, Florida 1147 - --- r - - - - 7 --1 --I-- - - -I f 1 I I I I I I I I I I I I I I I I r I I I I I I © 113 -L- - -- �-- - — — ——— — - - — I -- - - I W I I I I I I I I I I I I I I I r I I I I I I I I I r I I 1 II II I I I 1 9 10 11 12 13 14 Moisture-Percent of Dry Weight Soil Description: Brown Sand with Shell and Clay Fragments Max. Dry Density: 113.4 P.C.F. Optimum Moisture: 11.6 Percent Julie E. Keller, P.E. President Ronald C. Keller,RE.:37293/81 Lic.No.:860 / Julie E. Keller,PE.:68366