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HomeMy WebLinkAboutCompaction Test (2) 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: KSMCKSMENGINEERING.NET ST. LUCIE(772)229-9093 C.A.:5693 FAX(772)589-6469 July 25, 2017 Pro-Tech Professional Services, Inc. John Notoris RCUiD 2000 Coconut Road Boca Raton, FL 33432 JUL 2 8 2017 Re: Cespedes Residence Ginn Ranch 16675 C24 Canal Road i Port St Lucie, Florida Permit#: 17040509 17040601 17040603 1�400fi0 ` 17040605 KSM Project#: 170806-11 d Dear Mr. Notoris: Enclosed, please find the nuclear density test results performed on the breezeway pads at the above referenced project. Shptwidlydtufapve any questions, please feel free to contact the office. r e r4wler, P E. JUL 2 8 2017 JE rti iilo�o� E-mail to: kimnotoris@gmail.com Fax and Mail to St. Lucie County Building Department yRonald G. Keller, P.E.: 37293/SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 u• �.c.:dlLy 3/ 5t LIC. NO.:86O / Julie E. Keller, P.E.: 68366 ze Cm s • A%L_7AW 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 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 25t', 2017 KSM JOB #: 170806-11 p PERMIT#: 17040509 17040601 17040603 17040604 17040605 CONTRACTOR: Pro-Tech Professional Services, Inc. JOB LOCATION: 16675 C24 Canal Road Port St Lucie, Florida 110 r---1---7---r--,---7---r--,---7---1 I ► I I I I I I I I I f I I I I I I I I I I I I I I I 109 ---1--- t---t---y-- t--- ---f---t---I I I I I I I 1 I I I 0 I I I I I I I I I 108 J- -a---4---� -- --- ---t----I --�---I Li I I I I I I I I I I V I I I I I I I I I I = 107L--J---1--- --J---1---L--J---1---I (D 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 106 -- --- ---�-- ---►— I I I I I I I I I I I I I I 1 I I I I I I I I 1 I I I 1 I I I I I I 105 -t--- ---rt---r---t---rt---r-- ---rt---I I 1 I I I I I I I I I I I I I I I I I I 104 4----1---+---I----I---+---H---1---+---I 6 7 8 9 10 11 12 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.E.: 37293/SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 07/0.Z/2017 12:15 7725896469• KSM ENGINEERING • PAGE 08/10 �C!1A IJ4wa KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772)337-7755 P.O. BOX 7$-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN(772)589-0712 PALM BEACH(561)845-7445 www.ksmengineering.net MELBOURNE(321)768-8498 FAX(561)$45-8876 E-Mail:KSMOKSMENGINEERING.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#: 17040509 17040601 17040603 17'040605 KSM Project#: 170806-9d Dear Mr. Notoris: Enclosed, please find the nuclear density test results performed on the garage at the above referenced project. 11II11 S�il y u�d§,arty questions, please feel free to contact the office. i• • r • r r JEK�/��tl110110 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.:68360 07/07/2017 12:15 7725896469 KSM ENGINEERING PAGE 09/10 rj- ti • • Z%171VI,L KELLER, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC. MARTIN(772)337-7765 RO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN(772)589-0712 PALM BEACH(561)845-7445 wwmksmengineeringmet MELBOURNE(321)768-8488 FAX(561)845-8876 E-Mail:KSM@KSMENGINEERING-NET ST- C.UCIE(772)229-9093 C.A.:5693 FAX(772)689-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED: July 6th, 2017 KSM JOB#: 170806-9d/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 ITEM TESTED: Garage TEST LOCATION DEPTH MOTS- PEN DRY MAX. DRY PERCENT OF SAMPLE. TURE READ DENSITY PROCTOR COMPACTION - - ---- - - - - --- -- - --- - - - -- --- -��---- - --- -------- --VALUE ---- - --W- --- . - West Side 1. S.W. 0"— 12" 5.5 51 111.6 110.4 101.1 2, N.E. " 50 109.0 98.7 ,East Side 3, S.W. 0"— 12" 5,5 50 109.6 110-4 99.3 4. N.W. " 52 108.9 98.6 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 10/10 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.ksmongineering.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 6", 2017 KSM JOB#: 170806-9p PERMIT #: 17040509 17040601 17040603 17040604 17040605 CONTRACTOR- Pro-Tech Professional Services, Inc. JOB LOCATION: 16675 C24 Canal Road Port St Lucie, Florida -- ----- ----,-----I I r I I I I i 1 I I I I 1 I I I I I I I I I I I I I I I i I I �- 110 -I--__--1-----� �_--I--- -►----- ------I � I I I I I I I I" 109 .L_.-�-�-- -- -----�-- --�-- -- ----- I I I I 1 I I I I I I 1 I I 1 I I I I I I 1 I I I 108 I -- - I I 1 r I I I 1 ( I [ I I I I I I 1 I 1 I I I I 1 I I I I I 1 I I 107 +-----1�--_--1-T�-- -----r---_- -T�--I 8 9 10 11 12 13 14 Moisture-Percent of Dry Weight Soil Description: Brown Sand Max. Dry Density: 110.4 P.C.F. Optimum Moisture: 11.0 Percent Julie E. Keller, P-E. President Ronald G. Keller, P.E.;372931SI Llc_No_:860 ! Julie E.Keller,P.E.:68366 • • Tie CP 19 • JL%"AW 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@KSMENGINEEAING.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#: 17040509 1g0k0601 70 17040604 17040605 KSM Project#: 170806-9d Dear Mr. Notoris: Enclosed, please find the nuclear density test results performed on the garage at the above referenced project. te4i� S�©y yl uoV%pny questions, please feel free to contact the office. . i v r gleF PA `. JE InE yl E-mail to: kimnotoris@gmail.com JUL 14 2017 Fax and Mail to St. Lucie County Building Department BY. Ronald G. Keller, P.E.:37293/SI Lic. No.:860 / Julie E. Keller, P.E.:68366 L% 7AVa 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 6", 2017 KSM JOB#: 170806-9d/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 ITEM TESTED: Garage - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - TEST LOCATION DEPTH MOIS- PEN DRY MAX. DRY PERCENT OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION VALUE West Side 1. S.W. 0" — 12" 5.5 51 111.6 110.4 101.1 2. N.E. 50 109.0 98.7 East Side 3. S.W. 0" — 12" 5.5 50 109.6 110.4 99.3 4. N.W. " 11 52 108.9 9. 98.6 Ronald G. Keller, P.E.:37293/SI Lic. No.: 860 / Julie E. Keller, P.E.:68366 • Te cm Ar 0 iML-3.Lvi 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 6t", 2017 KSM JOB #: 170806-9p PERMIT#: 17040509 17040601 17040603 17040604 17040605 CONTRACTOR: Pro-Tech Professional Services, Inc. JOB LOCATION: 16675 C24 Canal Road Port St Lucie, Florida 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 > 110 4----- -----I- ----!--- -I------!-----I u- I I I I I ! I U 1 I I I I I I d I I I I I I I _ 109L----�-- --L----J-----L-- -J----- ! (D 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 108 T-----!I-----r----,I-----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 I I I 107 +---- -----I------!-----I------!-----I 8 9 10 11 12 13 14 Moisture-Percent of Dry Weight Soil Description: Brown Sand Max. Dry Density: 110.4 P.C.F. Optimum Moisture: 11.0 Percent Julie E. Keller, P.E. President Ronald G. Keller, P.E.:37293/SI Lic. No.:860 / Julie E. Keller, P.E.:68366