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Home My WebLink AboutCompaction Test KELLER, SCHLEICHER & MacWILLIAM ENGINEERING ANID TESTING, INC. MARTIN (772)337-7755 P.O. BOX 78-1377 SEBASTIAN FL 32978-1377 1 SEBASTIAN (772)589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net ' MELBOURNE(321)768-8488 FAX(561)845-8876 E-Mail: KSM@KSMENGINEERING.NET1 ST. LUCIE(772)229-9093 C.A.:5693 FAX(772)589`6469 i July 6, 2017 1 i Pro-Tech Professional Services, Inc. John Notoris 2000 Coconut Road Boca Raton, FL 33432 i I Re: Cespedes Residence_ i- Ginn Ranch - - — 16675 C24 Canal Road Port St Lucie, Florida �� Permit#:<17Q4 17040601 17040603 17040604 17040605 KSM Project#: 170806-9d Dear Mr. Notoris: Enclosed, please find the nuclear density test results performed on the gym and house pads at the above referenced project. ShRyjd you iba ve any questions, please feel free to contact the office. uligb.Tlk- leer �. � NAL ENGN 1111�►�``� 1 I E-mail to: kimnotoris@gmail.com Fax and Mail to St. Lucie County Building Department i 1 Ronald G. Keller, P.E.: 37293/SI Lic. No.: 860 / Juliei E. Keller, RE.t 68366 i I Tp C�S' s j AV I KELLER, SCHLEICHER & MacWILLIAM ENGINEERING ANlD TESTING INC. MARTIN(772)337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 i 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 j ST. LUCIE(772)229-9093 C.A.:5693 FAX(772)589-6469 i SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED: July 19t', 2017 KSM JOB* 170806-10d/MH/cc PERMIT#: 17040509 17040601 17040603 17040604 17040605 a CONTRACTOR: Pro-Tech Professional Services, Inc. i JOB LOCATION: Cespedes Residence Ginn Ranch 16675 C24 Canal Road Port St Lucie, Florida MATERIAL: Brown Sand with Shell Fragments i I ITEM TESTED: Gym and House Pads - - --- -- - - - - -- - ----- - -- -- - - -- -- - -- - - - - - - - - - - - -- - - - - TEST LOCATION DEPTH MOTS- PEN DRY MAX: DRY PERCENT OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION VALUE .. . ... .. . . .. ... . . .. . . ... .... . . . .. ... . .... .. -- - -- - -- - -- --- - - ---- - - -- - Gym Pad 1. N.E. 0" — 12" 9.9 50 107.6 109.3 98.4 2. S.E. 50 108.4 1" 99.2 3. Center 50 106..3 97.3 4. N.W. 50 1093 I" 100.0 I 5. S.W. 50 106.-8 97.7 House Pad 6. N.E. 0" — 12" 9.9 50 1061 109.3 97.1 7. S.E. it50 10918 100.5 8. Center It50 1061.7 ' " 97.6 9. N.W. 50 1071.4 98.3 10. S.W. 50 106.0 97.0 I Ronald G. Keller, P.E.:37293/SI Lic. No.: 860 / JulielE. Keller, P.E.j 68366 I I 1 A'% SIVA KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772)337-7755 P.O. BOX 78-1377 SEBASTIAN FL 32978-1377 1 SEBASTIAN (772)589-0712 PALM BEACH (561)845-7445 www.ksmengineering.net I 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 19", 2017 KSM JOB #: 170806-10p PERMIT#: 17040509 j 17040601 17040603 17040604 -17040605 CONTRACTOR: Pro-Tech Professional Services, Inc. I JOB LOCATION: 16675 C24 Canal Road Port St Lucie, Florida i 110 -F---l---7---r---I---7--- --,--'-7---1 I I I I I I i I I 109 4----1---4---t----i-- -t--- ---i--- t---I 0 I I I I I I I i I I 108 -1_---A---4---1---- -1---I U I I I I I I I I j I I = 1071---- ---1--- --J---1---L---J---1---1 I I I I I I I I I I 1 I I I I I 1 I I I 106 -- --- ---�-- --- --�—�--�_ I I I 1 I I I I I 1 i I I ---- --- — - —105 -r-- --7 —=1 - ----- - 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 104 +---I---+---1---- ---4- -1----A-;-4---1 6 7 8 9 10 11 12 13 14 15 Moisture-Percent of Dr.Weight Soil Description: Brown Sand with Shell Fragments Max. Dry Density: 109.3 P.C.F. I Optimum Moisture: 11.4 Percent Julie E. Keller, P.E. I i Ronald G. Keller, P.E.: 37293/SI Lic. No.:860 / Julie E. Keller, P.E.-'68366 07•/25/2017 15:18 7725896469 KSM ENGINEERING PAGE 01/06 KELLER, SCHLEICHER & MacWILLIAM ENGINEE.FUNG AND TESTING, INC. MARTIN(772)337-7755 p0- EOX 7$-1377, SEBASTIAN, FL 3298-1377 SEBASTIAN(772)589-0712 PALM BEACH(567)845-7445 www.ksmengineering.net MELBOURNE(321)768-8488 FAX(56i)845-8$76 E-Mail:KSWKSMENGINEERING.NET ST LUCIE(772)229-9093 C.A.:5693 FAX(772)589-6469 Revised: July 25, 2017 July 6, 2017 .i Pro-Tech Professional Services, Inc. John Notods 2000 Coconut Road 9 Boca Raton,-FL 33432 9 Re: Cespedes Residence Ginn Ranch 16675 C24 Canal Road Port St Lucie, Florida Permit#: M040 o!F0 `% 17040601 17040603 17040604 17040605 KSM Project#: 170806.16da Dear Mr. Notoris: Enclosed, n d, please find the nuclear density test results perfO above referenced project. 'Should,,,pu F yq,any questions, please feel free to contact th, .r. JEKI�C ,f11�11t E-mail to: kimnotoris@gmaii.com Fax and Mail to St. Lucie County Building-Department Ronald G.Keller, P.E.:37293!SI Lic-No.:860 1 Julie E. Keller,R.E,:66366 07Y25/2017 15:18 7725896469 KSM ENGINEERING PAGE 02/06 IVC!ILIs KEIJ_ER, SCHLEICHER & MaCWILLIAM ERGINEEPING AND TESTING, INC. MARTIN(772)337-7756 PO. BOX 78-1377, SEBASTIAN, FL 3297$-1377 SEBASTIAN(772)589-0712 PALM BEACH(561)845-7445 www.ksmenginwring_net MELBOURNE(321)708-8488 FAX(561)845-8876 E-Mail:KSM@KSMENGINEERING.NET ST.LUCIE(772)229-9o93 C.A.:5693 FAX(772)589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED: July IV", 2017 KSM JOB M 170806-10da/MH/cc PERMIT A 17040509 17040601 J 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 Fragments ITEM TESTED: Gym Pad -------- --------- - --------------------- TEST LOCATION DEPTH MOIS- DRY �' MAX. DRY - PERCENT 'OF SAMPLE TURE REAL? DENSITY PROCTOR COMPACTION --- --------------- ------ ---------------- � --- VALUE �- -- Gym Pad 1. N.E. 0"— 12" 9.9 50 107.6 109.3 98.4 2, S.E. " 50 108.4 " 99.2 3_ Center 50 . 106.3 . 97.3 4, NW 50 109.3. " 100.0 5. S.W. 50 106.8 97.7 I Ronald G.Keller, R E.:37293/SI Lic.No.:860 / Julie E. Keller,P.E.:683 66 i I 67%.25/2017 15:18 772589646P KSM ENGINEERING PAGE 03/06 Tip 01t JNGrwa K.ELLER, SCHL,EICHER & MacWILLIAM ENGINEERING AND, 'TESTING, INC. MARTIN(772)$37-7755 P.O. BOX 78-1377 SEBASTIAN FL, 32978-1377 3E8ASTIAN(772)589-0712 PALM BEACH(561)845-7445 wiww-ksmen meerin not MELBOURNE(321)768-8488. FAX(561)845-8876 E-mail: KSM@KSMENGIN ERING.NEr ST.LUCIE(772)229-9093 C.A.:5693 FAX(772)589�6469 MOISTURE-DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D. 1557) DATE TESTED: July 19". 2017 KSM JOB#: 170806-10pa PERMIT#: 17040509 17040601 17040603 17040604 /7040605 ' 1 CONTRACTOR: Pro-Tech Professional Services, Inc. JOB LOCATION: 16675 C24 Cana! Road Port St Lucie, Florida I I I 1 I I I {I I I 1 I I I I it I 109 -r--1—,�- ---r---�-- -��--- ---I--- a 1 I I I a I I I I I I j1 108 - ---I--- ---I- - --- ---r---� _.t___1 = 107 _L J--_1__ __r_—_1_,� I I I 1 1 1 I I l r I I I 1 I I I I I 1Q� -- 1--- r 1 ---r---I--- I--- --TI 1 I I I I I I r 1 I I 1 I I I I 1 I f I 105 1 I I I 1 I 1 1 I t I I 1 t 1 I I I I 104 ---f---+— -- ---I---+,-- ---I---4 —1 6 7 8 9 10 11 12 13 14 15 Moisture-Percent of Dry Weight Soil Description: Brown Sand with Shell Fragments I - Max. Dry Density, 109.3 P.C.F. Optimum.Moisture: 11.4 Percent Julie E. Keller, P.E. I I, . 1 Ronald G.Keller, P.E.:372931 SI Lic. No.:860 / Julie E. Keller,P.E.:68366 i 0T/25/2017 15:18 7725896466 KSM ENGINEERING PAGE 04/06 UPC* 9 11L—JAVZ KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN(772)337-7755 P.O. BOX 7$_1 377 SEBASTIAN FL 32978-1377 SEBASTIAN(772)5139-0712 PALM BEACH(561)845-7445 www.ksmengineering.not ! MELBOURNE(321)768-MB FAX(561)845-8876 E-Mail:KSM@KSMENGINEERING.NET ST.LUCIE(772)229-9093 C.A.:5693 FAX(772)589-6469 Revised; July 25, 2017 July 6, 2017 Pro-Tech Professional Services, Inc..- John Notoris 2000 Cdconut Road Boca Raton., FL 33432. Re: Cespedes Residence Ginn Ranch 16676 C24 Canal Road Port St-Lucie, Florida Permit#; 17040509 . 17040601 17040603 I 17040604 9 17040606 KSIIA Project#: 170806-10d6 i Dear Mr. Notoris: Enclosed lease find the nuclear density test results h e house p slty performed on the use pad at the above referenced project. ShQLwld%Jkl&t@ye any questions, please feel free to contact the office. ' Kit<��'<< SIDNAI J��►rrrrti�+` . E-mail to: kimnotoris@gmail_com IiI Fax and Mail to St. Lucie County Building Department 1 Ronald G.Keller, P.E.:372931 SI Lic.No.:860 ! Jufie E.Keller, P.E.:68366 " 07/-25/2017 15:18 772589646 KSM ENGINEERING PAGE 05/06 Z%L-jAYi KEL.LER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN(772)337-7755 P.O. BOX 78-1377 SEBASTIAN, FL 320.9-1377 SEBASTIAN(772)589-0712 PALM BEACH(561)845-7445 wwwSksmengineering.net MELBOURNE(321)768-8488 FAX(561)845-8876 E-Mail:KSM@K$MENGINEERINC.NET ST. LUCIE(772)229-9093 C.A.:5698 FAX(772)569-6469 SOIL COMPACTION REPORT, ASTM D 1557 and ASTM D 2922 DATE TESTED: July 19t", 2017 KSM JOB#: 170806-10db/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 Fragments ITEM TESTED: House Pad TEST LOCATION - DEPTH MOIS- PEN -DRY NIAk DRY T PERCENT OF SAMPLE TURF READ. DENSITY PROCTOR COMPACTION ----- ------------- ---- - -- --- ------- -- -----VALUE --- ------�- --- House Pad - -- i 1. N.E. 0"---12" 9.9 50 106.1 109.3 97.1 2, S.E. u 50 109.8 100.51 3_ Center 50 106.7 97:6 4. N.W. " " 50 107.4 98.3 S. S.W. 50 106.0 97.0 1 Ronald G.Keller,RE.:87293/SI Lie. No.:860 / Julie E.Keller, RE.:68366 07/25/2017 15:18 7725896469 KSM ENGINEERIG > PAGE 06/06 ' IV 10* A I%1;;1 Arj KELLER, SCHLEICHER & -MacWILLIAM- ENGINEERING AND TESTING, INC. MARTIN(772)337-7755 RO, BOX 78-1377, SEBASTIAN, FL 329�8-1377 SEBASTIAN (772)589-0712 PALM BEACH(561)845-7445 www_ksmengineering.net MELBOURNE(321)768-8488 FAX(561)845-0876 E-Mail:KSM@KSMENGINEERING.NET ST.LUCIE(772)229-9093 C.A.:5693 FAX(772)689-6469 MOISTURE-DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) DATE TESTED: July 19", 2017 KSM JOB#: 170806-10pb PERMIT#: 17040509 17040601 17040603 17040604 17040605 CONTRACTOR: Pro-Tech Professional Services, Inc. JOB LOCATION: 16675 C24 Canal Road Part St Lucie, Florida 110 T- -i---T--- 7,--'r-----I---7--__I I I I I I I I ! I r I I I I I I 1 I I I ! I 1 I I I 109 y -y----I ---r^ -y-- -h--- --1----r---I I I I I I 1 1 1 I I 108 �,-.-I--- ---� - --- --- ---.--a - ---I a 1 I ! r I I r I 1 F 107 r. __,J__�1__ __J___1,:.-'L__J__- • � I I I I 1 I it I I S I I I 1 I 1 I 1 ! I I I t I I I I 1 I t 1 t I • it 1 I I 1 I I 1 I I 1 ! r I 105 ----�--- r-- r---,�-- ----'r-- ---�---I I 1 t I I I 1 ! I I I I I I I ! I 104 +---1---+,--1-- -1--,�F---f`---r-- -F---r 6 7 8 9 10 11 1l2 13 -14 15 Moisture-Percent of Dry Weight Soil Description: Brown Sand with Shell Fragments Max. Dry Density: 109.3 P.C.F. Optimum Moisture. 11.4 Percent Julie E. Keller, P.E. Ronald G.Keller,P.L.:37293 1 SI Lic•No.:860 1 Julie E. eller,PE__66366 r TAP C!lk I A%Ili 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 Revised: July 25, 2017 July 6, 2017 Pro-Tech Professional Services, Inc. s John Notoris 2000 Coconut Road JUL 2 8 2017 Boca Raton, FL 33432 Re: Cespedes Residence Ginn Ranch 16675 C24 Canal Road Port St Lucie lorida Permit#: 17040_ 1704060~1' ' 17040603 17040604 11040605 KSM Project#: 170806-10db Dear Mr. Notoris: Enclosed, please find the nuclear density test results performed on the house pad at the above referenced project. I ShpxwIdtY,d6shpve any questions, please feel free to contact the office. �'0 10 'or`'ll, OIVAL J fill�� 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 / Julie E. Keller, P.E.:68366 r i117.LVL 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 19", 2017 KSM JOB #: 170806-10pb PERMIT#: 17040509 17040601 17040603 17040604 17040605 CONTRACTOR: Pro-Tech Professional Services, Inc. i JOB LOCATION: 16675 C24 Canal Road Port St Lucie, Florida 110 7---,---7---r--,---7---r---71--=7---I I I I I I I I I I I I I I I I 109 I I —108 J----4---4---� -- --- ---�----a —=�---I u_ I I I I I I I I I I d I I I I I I I I I I = 107 -1---J---1--- ---a---1---L-- --=1---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 I I I I I I I I I I I I I I 105 y I --- ---rt---r---y---rt---r-- ---rt---I 104 +-- --- ---H--- ---+--=H-- --=+---I 6 7 8 9 10 11 12 13 , 14 15 I � Moisture-Percent of Dry Weight Soil Description: Brown Sand with Shell Fragments Max. Dry Density: 109.3 P.C.F. Optimum Moisture: 11.4 Percent Julie E. Keller, P.E. Ronald G. Keller, P.E.:37293/SI Lic. No.:860 / Julie E. Keller, P.E.:68366 U TIP C!IkLZ 1%I JAVL 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 Revised: November 15, 2017 November 14, 2017 Pro-Tech Professional Services, Inc. John Notoris 2000 Coconut Road Boca Raton, FL 33432 Re: Cespedes Residence 16675 C24 Canal Road Port St Lucie, Florida Permit#: 17040599 — House 17040601 — Barn 17040603 —Gymnasium/Batting Cage 17040604—Garage & Breezeway 17040605 — Pool Pavilion KSM Project#: 170806-13d Dear Mr. Notoris: Enclosed, please find the nuclear density test results performed on the compacted foundation fill for the closet addition pad, breezeway pad for the sidewalks, pool pavilion pad, and carport pad at the above referenced project. ``��Illllfl�,� I ' St yjdK 4aVe any questions, please feel free to contact the office. J�.. \GEN'SF S E.OF •u, ie / rlrllll111��` , JEK/cv 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 / Julie E. Keller, P.E.:.68366 ' i 'x AVL KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN(772)337-7755 P.O. BOX 78-1377 SEBASTIAN FL 32978-1377 i 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 i DATE TESTED: November 9th, 2017 'KSM JOB#: 170806-13d/MH/cv PERMIT#: 17040599— House 17040601 — Barn 17040603—Gymnasium/Batting Cages 17040604—Garage & Breezeway 17040605— Pool Pavilion i 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 Fragments ITEM TESTED.: Compacted Foundation Fill - - - - -- --- - - - - -- - - -- - - -- - --- - - TEST LOCATION DEPTH MOTS- PEN DRY MAX. DRY PERCENT OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION VAL EE ---- - - ---- - ------- - - - - - - - - - - ---- - ---- -- - - - - - - - - -- - - ---------- -- --- - -- Closet Addition Pad 1. South End 0" — 12" 9.3 50 105.0 10913 96.1 2. East End 50 107.61 98.4 3. North End 50 107.711 "1 98.5 Breezeway Pad for the Sidewalks 4. S.W. 0" — 12" 10.3 50 109.3, 109;3 100.0 5. North Center " 50 107.6 98.4 6. South Center 50 105.0, "; 96.1 7. N.E. 50 106.2, 97.2 8. S.E. 50 105.3 96.3 i i Ronald G. Keller, P.E.:37293/SI Lic. No.:860 / Julie E. Keller, P.E.:;68366 iMLJAva 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 1 ST. LUCIE(772)229-9093 C.A.:5693 FAX(772)589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED: November 9th, 2017 iKSM JOB#: 170806-13d/MH/cv PERMIT#: 17040599— House 17040601 — Barn 17040603—Gymnasium/Batting Cages 17040604—Garage & Breezeway 17040605— Pool Pavilion 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 Fragments ITEM TESTED: Compacted Foundation Fill ---------- - ------ - - - - - ----- - - - TEST LOCATION DEPTH MOTS- PEN DRY j MAX. DRY PERCENT OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION VALU E -- ------ - --- - - - - - - - - - - - - - - - ----- - ------- - - - - - - - - --- -- - - ---- - - - - -- - --- Poo/Pavilion Pad 9. North End. 0" — 12" 8.3 50 106.Z 10913 97.2 10. Center 50 108.41 99.2 i 11. S.E. 50 107.9! "' 98.7 Carport Pad 12. N.W. 0"— 12" 10.0 50 106.4, 1091'.3 97.3 13. Center 50 105.9 96.9 14. S.E. 50 106.7 97.6 i Ronald G. Keller, P.E.:37293/SI Lic. No.:860 / Julie E. Keller, P.E.:68366 U Tip C!V 9 i&L-3AML 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: November 9th, 2017 KSM JOB #: 170806-13p PERMIT#: 17040599 — House 17040601 — Barn 17040603 — Gymnasium/Batting Cages 17040604—Garage & Breezeway 17040605— Pool Pavilion I � CONTRACTOR: Pro-Tech Professional Services, Inc. JOB LOCATION: 16675 C24 Canal Road Port St Lucie, Florida 110 -F -1---7---r--,---7-- r---1--j 7---1 I I I I I I I I I I 109 t---I---t---r--1-- t-- --y-- -r---I I I I I I I I I I I 108 J----I---4---�-- --- -- --� — ---I U I I I I I I I I I I n I I I I I I I I I I = 107L--J---1--- --J---1---L--J--i1---1 I I I I I I I I 1, 1 I 1 I I I I I I I I I I I I I I I I I I 106 --_j--- 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 105 - - - - I - -A - A— I- - I 6 4-- -I -- 1 1 I I I I I I I 1 I I 104 +---I----+---F-- ---�-- F-- -- ---I 6 7 8 9 10 11 12 13 14 15 Moisture-Percent of Dry Weight i Soil Description: Brown Sand with Shell Fragments Max. Dry Density: 109.3 P.C.F. Optimum Moisture: 11.4 Percent Julie E. Keller, P.E. President i Ronald G. Keller, P.E.:37293/SI Lic. No.:860 / Julie E.Keller, P.E.:168366 KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AI�D TESTING, INC. MARTIN (772)337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 1 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 November 15,'2017 Pro-Tech Professional Services, Inc. I John Notoris + 2000 Coconut Road Boca Raton, FL 33432 Re: Cespedes Residence 16675 C24 Canal Road Port St Lucie, Florida Permit#: 17040599 — House 17040601 — Barn 17040603 — Gymnasium/Batting Cage 17040604— Garage & Breezeway I 17040605— Pool Pavilion KSM Project#: 170806-14d I Dear Mr. Notoris: I Enclosed, please find the nuclear density test results performed on the base for the drive and parking area at the above referenced project. Sho y94 pave any questions, please feel free to contact the office; No i�Tk(oter �E.; I I E-mail to: kimnotoris@gmail.com Fax and Mail to St. Lucie County Building Department i I I I I Ronald G. Keller, P.E.: 37293 I SI Lic. No.:860 / Julie E. Keller, P.E.:68366 1 I I I KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN(772)337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 J 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 I DATE TESTED: November 9t', 2017 KSM JOBj#: 170806-14d/MH/cv PERMIT#: 17040599—House 17040601 —Barn 17040603—Gymnasium/Batting Cage 17040604—Garage & Breezeway 17040605— Pool Pavilion I � CONTRACTOR: Pro-Tech Professional Services, Inc. - JOB LOCATION: Cespedes Residence Ginn Ranch 16675 C24 Canal Road Port St Lucie, Florida i MATERIAL: Cemented Coquina Rock ITEM TESTED: Base for the Drive and Parking Area - -- -- ---- - -- - - - - -- - - - TEST LOCATION DEPTH MOTS- DRY MAX. DRY PERCENT OF SAMPLE TURE DENSITY PROCTOR COMPACTION - - - ------ - - - - - -- -- - ---- - --- - - - - - -- - -- -- - -- - VALUE - - I - --- - -- - - -- --- 1. North End of the 0"— 12" 6.4 124.2 126.2 98.4 Drive to Parking Area 2. North Center 124.6 I 98.7 Parking Area i 3. Center 125.5 99.4 Parking Area 4. South Center 124.9 I 99.0 Parking Area 5. South Drive to 124.9 j 99.0 Parking Area 6. Circle Drive by 125.1 99.1 the Barn I I Ronald G. Keller, P.E.:37293/SI Lic. No.:860 / Julie E. Keller, P.E.: 68366 I I KELLER, SCHLEICHER & MacWILLIAM ENGINEERING A,D TESTING, INC. MARTIN(772)337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772)589-0712 PALM BEACH (561)845-7445 wwwAsmengineering.net I 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 I MOISTURE-DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1 57) I DATE TESTED: November 9th, 2017 KSM JO!B #: 170806-14p PERMIT#: 17040599 — House 17040601 — Barn 17040603 — Gymnasium/Batting Cage 17040604— Garage & Breezeway 17040605 — Pool Pavilion I CONTRACTOR: Pro-Tech Professional Services, Inc. JOB LOCATION: 16675 C24 Canal Road Port St Lucie, Florida 127 T---T-- -t- - -1- - -r - - T-- 7 --,---1 126 +---i - -i -- -i- --i - - 1 -- - -�1-- -I ' I I 125 -1--- 1 - - 1 ---I-- - - - J- ---1 — 'J---I a I I I I I I = 124T i - - i— — —I r - - -- _T -- -11- --1 C9 1 I I I —I I II I I I I 123t -- -1- - --t — 1- - -I-- - - 1 ---t ---{- --I I I I I I I I I 122 -1--- 1- -- 1- - -1- - -1- -- a -- -4 ---t- - -I — - -- - -- -1 -- 4- I- — 1- --!- - I 121 - - -- - - - - - -I- - - t -- -+ -- -i- - -� 3 4 5 6 7 8 9 ! 10 11 I Moisture-Percent of Dry�Weight Soil Description: Cemented Coquina Rock I Max. Dry Density: 126.2 P.C.F. Optimum Moisture: 8.6 Percent Julie E. Keller, P.E. President I � Ronald G. Keller, P.E.:37293/SI Lic. No.:860 / Julie E. Keller, RE!:68366 tl i KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN(772)337-7755 P.O. BOX 78-1377 SEBASTIAN FL 32978-1377 1 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 November 14, 2017 � I Pro-Tech Professional Services, Inc. John Notoris 2000 Coconut Road Boca Raton, FL 33432 Re: Cespedes Residence 16675 C24 Canal Road i Port St Lucie, Florida { Permit#: 17040509 17040601 17040603 17040604 a .170`40605 KSM Project#: 170806-13d i I Dear Mr. Notoris: Enclosed, please find the nuclear density test results performed on the compacted foundation fill for the closet addition pad, breezeway pad fo,r the sidewalks, pool pavilion pad, and carport pad at the above referenced project. 1 4•tawe any questions, please feel free to contact�the office. E VA mP ' CR. %., sSIONP►� �`� bV I j E-mail to: kimnotoris@gmail.com Fax and Mail to St. Lucie County Building Department 1 I Ronald G. Keller, P.E.: 37293/SI Lic. No.: 860 / Julie E. Keller, RE.:I68366 I OVA KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772)337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 329,78-1377 1 SEBASTIAN (772)589-0712 PALM BEACH (561)845-7445 321 MELBOURNE 768-8488 FAX 561 845-8876 www.ksmengineering.net ( ) ( ) E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE(772)229-9093 C.A.:5693 FAX(772)589-6469 I SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED: November 91h, 2017 KSM JOB 1#: 170806-13d/MH/cv PERMIT#: 17040509 i 17040601 17040603 17040604 17040605 i 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 Fragments ITEM TESTED: Compacted Foundation Fill - - - - -- - - -- - - -- - - - - - - - - - -- - - - - - - - - - - - -- -- - - - - - - - - - - - - - - - - TEST LOCATION DEPTH MOTS- PEN DRYS MAX.IDRY PERCENT OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION VALUE - - - - - - - - - - - - - -- - - - - - - - -- - - - - - - - - - --- - - --- - - - = - - - - - - - - - - - - - - - - - -- - - - - - Closet Addition Pad 1. South End 0" — 12" 9.3 50 105.0 109.3 96.1 2. East End 50 101.6 " 98.4 I I 3. North End 50 107.7 98.5 I Breezeway Pad for the Sidewalks 4. S.W. 0" — 12" 10.3 50 109.3 109.3 100.0 I 5. North Center 50 107.6 i` 98.4 6. South Center 50 105.0 " 96.1 7. N.E. 50 106.2 " 97.2 8. S.E. 50 105.3 96.3 I i I Ronald G..Keller, P.E.:37293/SI Lic. No.: 860 / Julie E. Keller, P.E.:1 68366 i i AV 1 KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772)337-7755 PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 1SEBASTIAN (772)589-0712 PALM BEACH(561)845-7445 www.ksmengineering.net I 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: November 91h, 2017 KSM JOB #: 170806-13d/MH/cv i I 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 Fragments ITEM TESTED: Compacted Foundation Fill - - - - - -- - - - - - - - -- TEST LOCATION DEPTH MOIS- PEN DRY ' MAX. DRY PERCENT OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION - - - - - - - - - - - - - - - - -- - - - -- - - - - - - - -- - - - - - - - - - - - - -- - - -VALUE - - - - - - - - - - - - - - - I Pool Pavilion Pad 9. North End 0" — 12" 8.3 50 106.21 109.3 97.2 10. Center 50 108.41 "i 99.2 11. S.E. 50 107.9 "� 98.7 I 1 Carport Pad i I 12. N.W. 0" — 12" 10.0 50 106.4 109.3 97.3 I � 13. Center 50 105.9 96.9 14. S.E. 50 106.7 i 97.6 I i Ronald G. Keller, RE.: 37293/SI Lic. No.:860 / Julie E. Keller, P.E.: 68366 I I i � I 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 MOISTURE-DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) i DATE TESTNovember 9th, 2017 KSM JOB #: 170806-13p PERMIT#: 17040509 17040601 17040603 17040604 1-7040605 I CONTRACTOR: Pro-Tech Professional Services, Inc. j JOB LOCATION: 16675 C24 Canal Road Port St Lucie, Florida i 110 T--,---7---r--,---7-- r-- -1-- - 7---1 I I I I I I I I I I I I I I I I I I I 109 i----!---t---r---I-- t--- ---!--'-r---1 I I I I I I � 108 -- a--- ---!--- --- ---�-- a —= ---! I I U I I I I I I I I I I = 107J---J---1--- --J---1---L--J--L1---I I I I I I j l I I I I l 1 I I I I I I I 106 I I I I I I I I ---I--- I ---�--—I--- I-- �---I--- ---! I I I I I I I I I I 105 ---�-- rt---r-------rt-- I I I I r-- y--- r---I I I I I I I I I j I I 104 +----i——— ---I--- --- --— I--- ---�---I 6 7 8 9 10 11 ;12 13 j 14 15 Moisture-Percent of Dry Weight I Soil Description: Brown Sand with Shell Fragments Max. Dry Density: 109.3 P.C.F. Optimum Moisture: 11.4 Percent Julie E. Keller, P.E. President i i Ronald G. Keller, P.E.: 37293/Sl Lic. No.: 860 / Julie E. Keller, P.E.:{68366