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Home My WebLink AboutKSM PAPPERS01/25/2018 14:39 7725Ec�"59 KSM ENGINEERING PAGE 01/03 Zf.7�,Yi 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) 945-7445 wvvw.ksm ngineering.net MELBOURNE (321) 768-M8 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 6693 FAX (772) 589-6469 January 25, 2018 RF Concrete Construction, Inc. P. O. Box 650789 Vero Beach, FL 32965 Re; Maverick Boat 4551 St. Lucie Boulevard Fort Pierce, Florida Permit#; 1711-0360 KSM Project #: 16236"d Dear Sir: / RECEIVED JAN 2 6 2018 ST. Luele Gwity, F?Prmltting SCANNED BY St. Lucie County Enclosed, please find the nuclear density test results performed on the canopy section 1 at the above referenced project. have any questions, please feel free to contact the office. S. • �3tin ?ON E-mail to: nanny@rfcconstruction.com, mike@mlengineeringinc.com Fax and Mail to: St. Lucie County Building Department Ronald G. Keller, P.E.: 37293 / SI Uc. No.: 860 / Julie E. Keller, RE.: 68366 01/25/2018 14:39 7725r"-,:69 KSM ENGINEERIMP PAGE 02/03 T&P IS lk 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 (561) 845-7445 MELBOURNE (321) 768-8488 FAX (561) 845-8876 wwwAsmenginecring,net C.A.: 5E93 E-Mail: KSM9.01<61VIENGINEERING.NET ST. LUCIE (772) 229-9093 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED: January 2e, 2018 KSM JOB #: 162366-5d/SS/jl PERMIT #: 1711-0360 CONTRACTOR: RF Concrete Construction, Inc. JOB LOCATION: Maverick Boat 4551 St. Lucie Boulevard Fort Pierce, Florida MATERIAL: Tan Sand with Clay and Rock ITEM TESTED: Canopy Section 1 --------------------- TEST LOCATION - - -------------- DEPTH MOTS- PEN -- - --------------------------- DRY MAX. DRY PERCENT OF SAMPLE TURE DENSITY PROCTOR COMPACTION VALUE 1. Column Line 2 0° -12" 8.0 50+ 115.7 118.0 98.1 2. Column Line 4 " 118.6 " 100.5 3. Column Line 6 " " 116.2 98.5 4. Column Line 8 " 115.4 " 97.8 Ronald G. Keller, P.E.: 372931 SI Lic. No.: 860 1 Julie E. Keller, P.E.: 68366 01/25/2018 14:39 7725P5'-,-69 KSM ENGINEERING PAGE 03/03 C1116-J KELLER, SCHLEICHER & MarWILLIAM 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-MB FAX (561) 845-8876 E-Mail: KSM®KSMENGINEERING.NET S7 LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589.6469 MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) DATE TESTED: January 25`h, 2015 KSM JOB #: 162366.5p PERMIT #: 1711-0360 CONTRACTOR: RF Concrete Construction, Inc. JOB LOCATION: Maverick Boat 4551 St. Lucie Boulevard Fort Pierce, Florida 119-17---T-------r---'r---7---1 I I I I I I I I I I I I I I I I I f I I I 1184IIIIIIII -.---4 7IIIIIII ---n�l 4IIIIIII ----4 117�IiIIIIII I I 116-----t--- I I I I I I I I 1 I I I I I I I I 1 I I 1 I I I I I I I ---i----4---4 8 9 10 11 12 .13 14 Moisture - Percent of Dry Weight Soil Description: Tan Sand with Clay and Rock Max. Dry Density: 118.0 P.C.F. Optimum Moisture: 11.4 Percent Julie E. Keller, P.E. President Ronald G. Keller, P.E: 37293/SI Lic. No.; 860 1 Julie E. Keller, P.E.:68366 " a ft A KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND MARTIN (772) 337-7755 R0. BOX 78-1377, SEBASTIAN, FL 32978-1377 PALM BEACH (561) 845-7445 www.ksmenginearing.net ME C.A.:5693 FAX (561p845-8876 E-Mail: KSM@KSMENGINEERING.NET January 25, 2018 Uft CON RF Concrete Construction, fu.+k,fir • Box 650789 Vero Beach,•• Re: MaverickBoat 4551 St. Lucie Boulevard Fort Pierce, Florida Permit#: 1711-0360 KSM: Project #: 162366-6d Dear Sir: ST, I STING, INC. TIAN (772) 589-0712 IRNE(321) 768-8488 UOIEj772) 229-9093 FAX (772) 589-6469 a JAN 2 5 RECD Enclosed, please find the nuclear density test results performed on the 1 at the above referenced project. ons, please feel free to contact the office. E-mail to: nancy@rfcconstruction:com, mike@mlengineeringinc.com Fax and Mail to: St. Lucie County Building Department section Ronald G. Keller, RE.: 37293-/ SI Lio. No.: 860 / Julie E. Keller, P.E.: 68366 r KELLER, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC. MARTIN V72) 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-W8 FAX (561) 845-8876 E-Mail: KSMOKSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 ."FAX (772) 589-6469 4 9 a Revised: January 24, 2018 January 16, 2018 RF Concrete Construction, Inc. P. O. Box 650789 Vero Beach, FL 32965 Re: Maverick Boats -Phase 1 4661 St. Lucie Boulevard Fort Pierce, Florida Permit #: 1711-0360 KSM Project #: 162366-visitl Dear Sir: As, requested, a visit to the above referenced site to inspect the soils for staging area at the east side of the proposed building. During our inspection, we found a surface layer {approximately 8 to 12 inches is wet and very loose. Below the wet very loose layer a firm layer of clayed shell fragment was found. concrete that with We recommend to remove the wet very loose surface layer and replace it with clean fine-grained sand. Compact the backfill material to at least 95 percent of its modified dry Proctor value. I have any questions, feel free to contact the office. n JAN 2 5 RECD „1sx,.. E-mail to: nancy@rfcconstruction.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 iM,m47$YA KELLER, SCHLEICHE'R &.MacWILLiAM ENGINEERING AND T MARTIN (772) 337-7755 P.O.. BOX.78-1377 SEBASTIAN, FL 32978-1377 SEB, PALM BEACH (561) 945-7445 www.ksmengineering.net .MELBA FAX (561) 845-8876 E-Mail: KSM@K5MENGINEERING.NET ST C.A.: 5693 Revised: January 24, 2018 January 9, 2018 RF Concrete Construction, Inc. P. 0. Box 650789 Vero Beach, FL 32966 Re: Maverick Boats -Phase 1 4651 St. Lucie Boulevard Fort Pierce, Florida Permit #: 1711-6360 KSM Project #: 162366-insp Dear Sir: =L� We made a visit to the referenced site to test the compaction of the'/" star supporting the footer footer pads in the North and South sides of the West the slab. It was necessary to use stone below the footing in order compaction requirements because of the high water table. We used a penetrometer to verify the density of the stone and conclude the density c below the footing exceeds 95% of the modified dry Proctor (ASTM D 1557). any questions; feelfree: to contact the office. E-mail'to: nancy@rfccdhstruction'.com Fax and Mail to: St. Lucie County Building Department TING, INC. AN (772) 589-0712 NE (321) 768-8488 IIE (772) 229-9093 AX (772) 589-.6469 5 µ Y ��1111 Wrant of achieve itiC cone ie stone 3 JAN 2 5 RTD Ronald G. Keller, P.E.: 37293 /SI'Uc. No.: 860 / Julie E. Keller, P.E.: 68366 WW" V lkl KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. SOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772} 589-0712 PALM BEACH {561} 845-7445 www.ksmengincering.net R MELBOUNE (321) 768-8488 FAX (561) 845-8876 . E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.R.: 5893 FAX (772) 589-6469 Revised: January 24, 2018 January 22, 2018 RF Concrete Construction, Inc. P. 'O. Box 650789 Vero Beach, FL 32965 Re: Maverick Boats -Phase 1 4661 St. Lucie Boulevard Fort Pierce, Florida Permit#: 1711-0360 KSM Project #: 162366-insp4 Dear Sir: We made a visit to the referenced site to test the compaction of the W stone supporting the. footer pads for column line J, pads one (1) through seventee was necessary to use stone below the footing in order to achieve cl requirements because.of the high water table. We used a static cone penetl verify the density of the stone and conclude the density of the stone below t exceeds 95% of the modified dry Proctor (ASTM D 1557). any questions, feel free to contact the office. (17). It leter to footing a 3 I E-mail to: nancy@rfcconstruction.com [EC IEU V, _ LE _. Fax and Mail to: St. Lucie County Building Department D I �} JAN 2 5 RECD II M Ronald G. Keller, P.E.:.37293 / SI Lic. No.:.860 J Julie E. Keller, P.E.: 68366 miff L_AW KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND MARTIN (772) 337-7755 P.O. BOX 78-1377 SEBASTIAN, FL 32978-1377 s PALM BEACH (561) a45-7445 www.ksmengineering.net ME FAX (561).B45-8876 E-Mail; KSM@KSMENGINEERING.NET G.A.: 5693 Revised: January 24, 2018 January 12, 2018 RF Concrete Construction, Inc. P. O. Box 650789 Vero Beach, FL 32965 Re: Maverick Boats -Phase 1 4651 St. Lucie Boulevard Fort Pierce, Florida Permit#: 1711-0360 KSM Project #: 162366-insp2 Dear Sir: TESTING, INC. EaASTIAN (772) 589-0712 LBOURNE (321) 768-B488 ST. LUCIE (772) 229-9093 .FAX (772) 589-6469 We made a visit to the referenced site to test the compaction of the %" stonesubgrade supporting the footer pads for column line G, pads ten (10) through seventeen (17). It was necessary to use stone below the footing in order to achieve compaction requirements because of the high water table. We used a static cone penetrometer to verify the density of the stone and conclude the density of the stone below the footing exceeds 95% of the modified dry Proctor (ASTM D 1557). Shouli ,yeuw jtWye any questions, feel free to contact the office. I nail to: nancy@fcconstruction.com -- - -- c and Mail to: St. Lucie County Building Department D �S V L: i JAN 2 5 RECD i Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366� mWi KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TE MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 sEBA° PALM BEACH (561) 845-7445 www.ksmengineedng.net MELBO( FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. L C.A.; 5693 Revised: January 24, 2018 January 16, 2018 FILE fRF Concrete Construction, Inc. P. 0. Box 650789 Vero Beach, FL 32965 Re: Maverick Boats -Phase 1 4651 St. Lucie Boulevard Fort Pierce, Florida / Permit#: 1711-0360 V KSM. Project #: 162366-insp3 Dear Sir: We made a visit to the referenced site to test the compaction of the W stone supporting the footer pads for column line A, pads nine (9) through seventeg was necessary to use stone below the footing in order to achieve ci requirements because of the high water table. We used a static cone penetl verify the density of the. stone and conclude the density of the stone below t exceeds 95% of the modified dry Proctor (ASTM D 1557). :I free to contact the office. E-mail to: nancy@rfcconstructio i.com Fax and Mail to: St. Lucie County Building Department JAN NG, INC. (772) 589-0712 (321) 768-8488 (772)229-9093 (772) 589-6469 (17). It Teter to footing U V LL ( 5 RECD RonaldG. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 TAP CP 1 t A%17AVA KELLER, SCHLEICHER MARTIN (772) 337-7755 PO PALM BEACH (561) 845-7445 FAX (561) 845-8876 C.A.: 5693 February 27, 2018 & MacWILLIAM ENGINEERING AND TE BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBAE www.ksmengineedng.net MELBOI. E-Mail: KSM®KSMENGINEERING.NET ST. L RF Concrete Construction, Inc. P. O. Box 650789 Vero Beach, FL 32965 Re: Maverick Boats- Section 4 4551 St. Lucie Boulevard Fort Pierce, Florida Permit #: 1711-0360 KSM Project #: 162366-insp8 Dear Sir: We made a visit to the referenced site to test the compaction of the -1/4" stor supporting the footer pads for the 41d section column lines A, pads twenty through thirty five (35), column line B, C. E and F line thirty five (35) and col pads twenty seven (27) through thirty five (35). It was necessary to use the footing in order to achieve compaction requirements because of the table. We used a static done penetrometer to verify the density of the conclude the density of the stone below the footing exceeds 95%U of the rr Proctor (ASTM D 1557). 5�', y` r61p�a any questions, feel free. to contact the office. 0/27 6 z gr '• ��23R�p•• fs c• E-mail to; nancy@rfcconstruction.com, durdenw@stiucieco.org, -Fax and Mail to.' St. Lucie County Buildmg Department PARTIAL A ING, INC. 1(772)589-0712 :(321)768-8488 (772) 229-9093 :(772)589-6469 n: (27) line G, below water e and Bd dry 'AL RonaldG. Keller, P.E.: 37293 / SI Lie. No.: 860 / Julie E. Keller, P.E.: 0r/19/2018 10:46 77258964JI KSM ENGINEERING PAGE 07/10 e n� IL KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 5SM712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-6488 FAX (56845-8878 C.A.: 5693 E-Mail: KSM®KSMENCINEERING.NET ST. LUCIE (772) 229-9093 FAX (772} 589-6469 Revised: January 19, 2018 January 17, 2018 RF Concrete Construction, Inc. P. 0. Box 650789 Vero Beach, FL 32965 JAN 19 2018 Re: Maverick Boat 4361 St. Lucie Boulevard Fort Pierce, Florida Permit #: 1711-0360 KSM Project #: 162366-3d Dear Sir: Enclosed, please find the nuclear density test results performed on the column pads at line D at the above referenced project. Id1gU& qye any questions, please feel free to contact the office. E• K81 4EW E-mail to: nancy@rfcconstruction.cbm Fax and Mail to: St. Lucie County Building Department JAN 19 2018 o ®R, It L(l a Ronald G. Keller. P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 01/19/2618 10:46 77258964if KSM ENGINEERING . PAGE 08/10 SPC1 t jl&'Xivi KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7756 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SERASnAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.nat MELBOURNE (321) 768-8458 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 1 r, 2018 KSM JOB #: 162366-3d/SS/jl PERMIT #: 1711-0360 CONTRACTOR: RF Concrete Construction, Inc. JOB LOCATION: Maverick Boat 4561 St. Lucie Boulevard Fort Pierce, Florida MATERIAL: Gray and Brown Sand with Clay ITEM TESTED: Column Pads at Line D -TEST LOCAT-O-N ---DEPH ---WaS- P-E- -----D RY------------- ----- --- P-ECT OF SAMPLE TURE DENSITY PROCTOR COMPACTION ------------------- -------------------- VALUE Line D 1, D - 2 24" - 30" 10.7 40 109.9 111.6 98.5 2. D - 3 " 10.1 43 110.2 " 98.7 3. D - 4 " 11.0 40 109.5 98.1 4. D-5 10.2 44 110.7 -99.2 5. ❑ - 6 " 9.7 42 110:9 " 99.4 6. D-7 9.9 41 110.2 983 7. D - 8 10.3 39 109.8 " 98.4 8. D-9 10.0 42 110.6 99.1 9. D -10 10.2 39 110.2 98.7 10. ❑ - 11 9.5 48 111.3 99.7 11. D-12 10.8 41 110.6 99.1 12. D -13 " 11.4 42 109.5 98.1 Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68365 014/19/2Q18 10:46 772589641 KSM ENGINEERING PAGE 09/10 TfQIL r A%Q1AVi KELLER, SCHLEICHER 8 MaCWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 p0, BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) M-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (551) B45-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229,9093 C.A.: 5693 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1567 and ASTM D 2922 DATE TESTED: January ir, 2018 KSM JOB* 162366-3d/SSfjl PERMITA 1711-0360 CONTRACTOR: RFC oncrete Construction, Inc. JOB LOCATION: Maverick Boat 4551 St. Lucie Boulevard Fort Pierce, Florida MATERIAL: Gray and Brown Sand with Clay ITEM TESTED: Column Pads at Line D -----------------------------------------------------'----------------- TEST LOCATION DEPTH MOIS- PEN DRY MAX. DRY PERCENT OF SAMPLE TURE DENSITY PROCTOR COMPACTION ----------------------------- ------------- VALUE Line D 13. D - 14 24" — 36" 9.3 41 110.8 111.6 99.3 14. D - 15 9.0 42 111.3 99.7 15. D-16 9.6 41 110.3 98.8 16, D -17 9.1 43 110.1 98.7 Ronald G. Keller, P.E.: 37293 IS] Lim No.: 860 1 Julie E. Keller, P.E.: 68366 01,/19/2@18 10:46 77258964 KSM ENGINEERING PAGE 10/10 IV IS IL Ar 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 (56845-8876 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: January 16th, 2018 KSM JOB #: 162366-3p PERMIT #: 1711-0360 CONTRACTOR: RF Concrete Construction, Inc. JOB LOCATION: Maverick Boat 4551 St. Lucie Boulevard Fort Pierce, Florida_ 1137--r--1--1--7--T--T---r--I---( I I I I I I I I I I I I I I I I I I I I 112 y---r--1---1---r--�---r--r-_—r—� I I I I I I I t 1 I I I I I I I I I I q 111 i--,—h---I---i--t-- --t-- F---I•---1 I I 1 I 1 I I I V I I I I I I 1 I I I ly * I I I I I 1 I I I (D I I I I I I I 1 I 109--I---I-- t— +--+--1---� _...I I I I I I I I I I I I I I I I I I I I 108J_--I---I--I--4-- --1--�--I---4 1 I 1 I I I I 1 I I I I I I I I I I I 107.L--I—__j--J— -I•--1--L L—.-1- —1 1 I I I I I I I I I I I I I I 1 1 I I I 10s�---I---I-- I----�--�--I---I---I 5 6 7 a 9 10 11 12 13 14 Moisture - Percent of Dry Weight Soil Description: Gray and Brown Sand with Clay Max. Dry Density: 111.6 P.C.F. Optimum Moisture: 11.0 Percent Julie E. Keller, P.E. President Ronald G. Keller, P.E.: 37293 / 51 Lic. No.: 860 / Julie E: Keller, P.E: 68366 %Q1A 8. 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 May 9, 2018 RF Concrete Construction,Inc. P. O. Box 650789 Vero Beach, FL 32965 Re: Maverick Boat 4651 St. Lucie Boulevard Fort Pierce, Florida - Permit #: 1711-0360 KSM Project #: 162366-15d Dear Sir: RECEIVED MAY 1.5 1010 Permitting Department 5t. Wtit, seamy Enclosed, please find the nuclear density test results performed on the west entrance road at the above referenced project. you J4%yotrh,gye any questions, please feel free to contact our office. HT ®lp� AL E-mail to: nancy@rfcconstruction.com, mike@mlengineeringinc.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 y AmLjAW 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: May 8 h, 2018 PERMIT #: 1711-0360 CONTRACTOR: RF Concrete Construction, Inc. JOB LOCATION: Maverick Boat 4551 St. Lucie Boulevard Fort Pierce, Florida KSM JOB #: 162366-15d/SS/ct MATERIAL: Cemented Coquina Rock ITEM TESTED: West Entrance Road - --------------- ---- ---- --- ------- - ----- -- - TEST LOCATION DEPTH MOTS- PEN DRY MAX. DRY PERCENT OF SAMPLE TURE DENSITY PROCTOR COMPACTION ---------------------------------------------- VALUE ------------------------ 1. South 0" —12" 9.2 2. North 9.6 50+ 124.2 124.6 " 124.7 99.7 100.1 Ronald G. Keller, P.E.: 37293 / Sl 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 wwwAsmengineering.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: T�iW6.3 CONTRACTOR: JOB LOCATION Soil Description Max. Dry Density: Optimum Moisture: Julie E. Keller, P.E. President MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) May 81h, 2018 1711-0360 RF Concrete Construction, Inc. Maverick Boat 4551 St. Lucie Boulevard Fort Pierce, Florida KSM JOB #: 162366-15p 126T---T--7--,---I---r---T----r---1 I I I I I I I I I I I I I I I I I I 125-r--t--7'--7---I---r'--t--'t--'1 I I I I I I I I I I I I I I I I I 12at--+--t--1---I— I I I I I I I I I I I I I I I I 123+---+----�-- I---H--+— F---I I I I I I I I I I I I I I I I I 1224---4 ---4-----1---lk---4---4---4 I I/_JL_ 121 a---�---120E--L---1---L--1--1--J I I I I I I I I I I I I I I I I I I 119-----------------4---4 4 5 6 7 8 9 10 11 Moisture - Percent of Dry Weight Cemented Coquina Rock 124.6 P.C.F. 8.0 Percent Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 d � B%L-3jW KELLER, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 R 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 May 10, 2018 RF Concrete Construction, Inc. P. O. Box 650789 Vero Beach, FL 32965 Re: Maverick Boat 4551 St. Lucie Boulevard Fort Pierce, Florida Permit #: 1711-0360 KSM Project #: 162366-16d Dear Sir: Enclosed, please find the nuclear density test results performed on the stabilized subgrade west driveway right-of-way at the above referenced project. have any questions, please feel free to contact our office. "ever ee, nerN. E-mail to: nancy@rfcconstruction.com, mike@mlengineeringinc.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 T&P C4'® 9 A%&"p1Yj 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.ksmengineeiing.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 #: CONTRACTOR: JOB LOCATION: MATERIAL: ITEM TESTED: SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 May 9'", 2018 1711-0360 RF Concrete Construction, Inc. Maverick Boat 4551 St. Lucie Boulevard Fort Pierce, Florida Cemented Coquina Rock KSM JOB #: 162366-16d/SS/ct Stabilized Subgrade for the West Driveway Right -of -Way ------------------------------------------------------- TEST LOCATION DEPTH MOIS- PEN DRY MAX. DRY PERCENT OF SAMPLE TURE DENSITY PROCTOR COMPACTION ------------------------------------------------VALUE ---------------- 1. East 0" —12" 7.6 50+ 124.1 124.6 2. West 11 7.0 125.0 " 99-� 100.3 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 MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) DATE TESTED: May 9", 2018 KSM JOB #: 162366-16p PERMIT #: 1711-0360 CONTRACTOR: RF Concrete Construction, Inc. JOB LOCATION: Maverick Boat 4551 St. Lucie Boulevard Fort Pierce. Florida 126 T---T--7---1---I---r--T--7--, I I I I I I I I I I I I I I I I I I 125 r--t-- T---I---I---r--t--rt--7 I I I I I I I I I II I I I 11224 LLb12234tIIIIIII -----tIIIIIII-4--I-- 1——rIIIIIILI---- 4�fIIIIII ---�i1 ----4---4-- 1---4---4---4 I I 121 L. 120L--1IIIIIIII --1--J I I I I I I I I I I I I I I I I I I 3 4 5 6 7 8 9 10 11 Moisture - Percent of Dry Weight Soil Description: Cemented Coquina Rock Max. Dry Density: 124.6 P.C.F. Optimum Moisture: 8.0 Percent Julie E. Keller, P.E. President Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366