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Home My WebLink AboutKSM PAPPERSA%LJiYJL 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 g.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 www.@KSMENGINn ERR E-Mail: KSMQKSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 September 27, 2017 RF Concrete Construction, Inc. P. O. Box 650789 Vero Beach, FL 32965 Re: Maverick Boat 3207 Industrial 29t' Street Fo Pierce, FF q 'da rMS,. errile170,5:4124 Prbject :162366-1d Dear Sir: SCANNED St. LucBy ia Chum/ Enclosed, please find the nuclear density test results performed on the shade structure at the above referenced project. `A@#41Ayou have any questions, please feel free to contact the office. 10 9/27 .6 i Ij� P.E. •�� ; 0 �P.• oil ONA00G� �. E-mail to: nancy@rfcconstruction.com Fax and Mail to: St. Lucie County Building Department RECEIVED OCr 0.141017 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: September 26 h, 2017 KSM JOB #: 162366-1 d/MH/cv PERMIT #: 1705-0124 CONTRACTOR: RF Concrete Construction, Inc. JOB LOCATION: Maverick Boat 3207 Industrial 291h Street Fort Pierce, Florida MATERIAL: Brown Sand with Shell Fragments ITEM TESTED: 73 x 60 Shade Structure ---------------------------------------------------------------------- TEST LOCATION DEPTH MOTS- PEN DRY MAX. DRY PERCENT OF SAMPLE TURE DENSITY PROCTOR COMPACTION ---------------------------------------------------------------------- VALUE 1. S.W. 0" —12" 6.9 50 107.6 111.9 96.2 2. South Center 50 109.4 97.8 3. S.E. 50 108.5 97.0 4. N.W. 50 108.9 97.3 5. North Center 50 110.1 98.4 6. N.E. 50 106.7 95.4 RECEIVED OCT 0=; 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.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 DATE TESTED: PERMIT #: CONTRACTOR: JOB LOCATION: Soil Description: MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) September 26th, 2017 KSM JOB #: 162366-1 p 1705-0124 RF Concrete Construction, Inc. Maverick Boat 3207 Industrial 29th Street Fort Pierce, Florida 113T---T-1----I----T---T---, I I I I I I I I I I I I I I I I I I I I I 112 4----+----I--------I---4----I I I I I I I I I I I I I I I I I I I I 1 111 ---- -------I----I----1--- 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 I I I I I I I I I I I I I I I I I I I 1094----4----a----I-------4----1 I I I I I I I I I I I I I I I I I I I I I 1084---------------i---- i ----� 10 11 12 13 14 Moisture - Percent of Dry Weight Brown Sand with Shell Fragments --Max.--Dry-Density:— 111:9 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 09/27/2017 13:09 7725896469 KSM ENGINEERING PAGE 02/03 it alL 9 "tJ1VjL KELLER, SCHLEICHER & MacWIL.LIAM ENGINEERING AND ETASSTT.I(N77G2)'s3soIC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 712 PALM BEACH (561) 845-7445 www.kamengineering.net MELBOURNE (321) 768-8488 FAX (561) 845.8876 E-Mail: KSMAKSMENGINEERING.NET ST. LOCIE (772) 229-9093 C.A.: 5693 FAX (772) 589.8469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED: September 20', 2017 KSM JOB M 162366-1 d/MH/cv PERMIT #: 1705-0124 SCANNED CONTRACTOR: RF Concrete Construction, Inc. 13 S$. Lucie COUP1tV JOB LOCATION: Maverick Boat 3207 Industrial 291h Street Fort Pierce, Florida MATERIAL: Brown Sand with Shell Fragments ITEM TESTED: 73 x 60 Shade Structure -------------------------------------------------------------�---- TEST LOCATION ----- DEPTH MOIS- PEN DRY MAX. DRY PERCENT OF SAMPLE TURE DENSITY PROCTOR COMPACTION ---------------------------------------------------------------------- VALUE 1. S.W. 0" — 12" 6.9 50 107.5 111.9 96.2 2. South Center 50 109.4 97.8 3. S.E. u50 108.5 97.0 4. N.W. 50 108.9 97.3 5. North Center 50 110.1 98-4 6. N.E. 50 106.7 95.4 RECEIVED SEP'272017 Ronald G. Keller, P.E.: 37293 / SI Uo. No.; 850 / Julie E. Keller, P.E.: 68366 09/27/2017 13:09 7725896469 KSM ENGINEERING PAGE 03/03 . 1 IV OIL Ar i1t7M KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, NC, MARTIN (772) 337-7755 RO. BOX 78-1377, SEBASTIAN, FL 32978-1377 712 PALM BEACH (561) W-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSMOKSMENGINEERING.NE-f ST. LUCIE (772) 229-0093 C.A.: 5693 FAX (772) 589-6469 MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) DATE TESTED: September 26i1', 2017 KSM JOB #: 162366-1p PERMIT #: 1705-0124 CONTRACTOR: RF Concrete Construction, Inc. JOB LOCATION: Maverick Boat 3207 Industrial 291h Street Fort Pierce, Florida 113-r T----I----I---^r---7----I I I I I I I I I I I I I I I 112 4----4------------4---'—I I I I I I I LL I I 1 I I I I = I 1 I I 1 I I �u I I I I I I I S 11DT ---T---I--- I----r— —T----1 I i I I I I I I I I I I I I I I I 1 1 log +----+---4-----1----4-----+ ----4 I I I I I I 1 I I I I I I I I I I I I I I loan------ --- -I --- 4- 4 8 9 .10 11 12 13 14 Moisture - Percent of Dry Weight Soil Description: Brown Sand with Shell Fragments Max. Dry Density: 111.9 P.C.F. Optimum Moisture: 11.0 Percent Julie E. Keller, P.E. President Ronald G. Keller, P.E.: 37293 / SI Lie. No.: 860 / Julie E. Keller, P.E.: 68366 09/27/2017 13:09 7725896469 KSM ENGINEERING PAGE 01/03 w tr OIL Ar KELLER, SCHLEICHER & MacWILLIAM ENGINEERING ANDTsSIIG,IC MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL32978-1377E PALM BEACH (561) W-7445 wwaksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mall: KSMOKSMENGINEERING.NET $T. LUCIE p72) 229-9093 C.A.: 5693 FAX (772) 589-6469 s„ September 27, 2017 RF Concrete Construction, Inc. P. 0. Box 650789 Vero Beach, FL 32965 Re: Maverick Boat 3207 Industrial 29'" Street Fort Pierce, Florida Permit #: 1706-0124 KSM Project #:162366-1d Dear Sir: Enclosed, please find the nuclear density test results performed on the shade structure at the above referenced project. any questions, please feel free to contact the office. in�t1 E-mail to: nancy@rtcconstruction.com Fax and Mail to: St. Lucie County Building Department Ronald G. Keller, RE_: 37293 / SI Lic. No:: 860 / Julie E. Keller, P.E.: 68366 M �-TAP 0 zi 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 September 27, 2017 RF Concrete Construction, Inc. P. O. Box 650789 oV B� E® Vero Beach, FL 32965 a A10? County ?. Re: Maverick Boat 3207 Industrial 29t' Street Fort Pierce, Florida Permit #: 170 KSM Project 62366.1d Dear Sir: Enclosed, please find the nuclear density test results performed on the shade structure { at the above referenced project. ltur ' c�,�(®�y�lave any questions, please feel free to contact the office. •, le <,y��'j, tell, R'E. `' E-mail to: nancy@rfcconstruction.com Fax and Mail to: St. Lucie County Building Department f SEP 2 8 REC'D Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 Pcylkl 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 wwwAsmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSM£NGINEERING.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: September 26t°, 2017 KSM JOB #: 162366-1d/MH/cv PERMIT #: 1705-0124 CONTRACTOR: RF Concrete Construction, Inc. JOB LOCATION: Maverick Boat 3207 Industrial 29`" Street Fort Pierce, Florida MATERIAL: Brown Sand with Shell Fragments ITEM TESTED: 73 x 60 Shade Structure ----- TEST LOCATION ---------------------- DEPTH MOIS- PEN -------- DRY ------------ MAX. DRY ---------- PERCENT OF SAMPLE TURE DENSITY PROCTOR COMPACTION VALUE 1. S.W. 0" —12" 6.9 50 107.6 111.9 96.2 2. South Center " 50 109.4 97.8 3. S.E. " 50 108.5 97.0 4. N.W. 50 108.9 97.3 5. North Center 50 110.1 98.4 6. N.E. 50 106.7 95.4 Ronald G. Keller, P.E.: 37293 / SI'Lie. No.: 860 / Julie E. Keller, P.E.: 68366 U FA,Tk"141 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 www.QKSMENGINEERI ( ) ( ) E-Mail: KSMpKSMENGINEERING.NET ST LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 DATE TESTED: PERMIT #: CONTRACTOR: JOB LOCATION: } 0 LL. U n: F- 2 0 Li Soil Description: Max. Dry Density: Optimum Moisture: Julie E. Keller, P.E. President MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) September 261h, 2017 KSM JOB #: 162366-1 p 1705-0124 RF Concrete Construction, Inc. Maverick Boat 3207 Industrial 291h Street Fort Pierce, Florida 113T---T---7----I----r----7--- 1 I I I I I I I I I I I I I I I I I 1 I I I 1124-----1------1--------I— — — + --- I I I 1 I 1 I I I I I I I I I I I I I I I 111 I---- -------I----L—— — I— --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 110 t — — — r --I----I----r——T — — — —I I 1 I I I I I I I I I I I I I I I I I 1094----+----I----I-----——— + — — — —I I I I I I I I I I I I I I 1 I I I I I I I 108 4---�--- i--------i --- i----� 10 11 12 13 14 Moisture - Percent of Dry Weight Brown Sand with Shell Fragments 111.9 P.C.F. 11.0 Percent 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: KSMQKSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 Revised: October 31, 2017 October 30, 2017 RF Concrete Construction, Inc. P. O. Box 650789 Vero Beach, FL 32965 Re: Maverick Boat (73'x60') Canopy 3207 Industrial 29 h Street Ft. Pierce, Florida Permit #: 1705-0124 KSM M 162366-insp Dear Sir: fie - YWAiF YdM•� V jY Y As requested, we have inspected the primary structural steel bolted connections and wind bracing at the referenced site. The purpose of this inspection was to verify that the bolts were properly tightened and wind bracing properly installed. Based on our October 27 and October 30, 2017 inspection, this letter shall serve as confirmation that the bolts were properly tightened and the wind bracing were installed according to the plans. If you have any questions, please feel free to call. glj�(,Fr_ �PIler FiF; 0 1111I%0 Email to: nancy@rfcconstruction.com Nov 0 6 2017 Ronald G. Keller, P.E.:37293 / SI Lic. No:860 / Julie E. Keller, P.E.: 68366 12/27/2017 17:00 772529F469_ KSM ENGINEER7Nr_ PAGE 02/03 lvelkAr MOMM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND EBE&ANI�7�s9o�z MARTIN (772) 337-7755 RO_ BOX 78-1377, SEBASTIAN, FL 32978-1377 MELBOURNE (321) 768-5488 PALM BEACH (561) 845-7445 www.ksmengineering.net ST. LUCIE (772) 229-9093 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET FAX (772) 689-6469 C.A.: 5693 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED: December 22"d 2017 KSM JOB #: 162366-2d/SF/ct PERMIT #: 1705.0124 CONTRACTOR: RF Concrete Construction, Inc. JOB LOCATION: Maverick Boat 3207 industrial 290 Street Fort Pierce, Florida MATERIAL: Brown Sand with Some Clay and Shell Fragments ITEM TESTED: Proof Roll TEST LOCATION ---DET- -------P-E-N------D-R-Y- -----M-X. MOTS- DENSITY -DRY PROCTOR ------------- PERCENT COMPACTION OF SAMPLE TURE ---- VALUE ---------------- Bufldina #1 1. S.E. 0" - 12" 11.1 50 116.3 116.8 99.6 2. N.E. 50 113.1 96.8 3. S. Center " 50 115.1 98.5 -- ....., ., as 1 S. S.W. 50 115.6 99.0 6. N.W. 60 114.1 97.7 Building #2 7. S,E, 0" -12" 11.1 50 115.5 1 GD 98.9 8. N.E. 50 �p 7.1 9. S. Center „ 50 1 _ C "2 $ 2011 t .0 10. N. Center 50 11 .7 .4 " pepa�tm0,98• I ,BUG 11. S.W. 4 50 11d. e GDunty pes" 97.9 12, N.W. 50 116,1 99.4 Ronald'G. Keller, P.E.: 37293 / SI Lie. No.: 860 / Julie E. Keller, P.E.: 68366 12/27/2017 17:00 7725AQF469 KSM ENGINEERTN PAGE 03/03 "0 VA K E L E R, S-7 H L E I C P RENGINEERING 1AND TESTING, INC. MARTIN p72) 337-7755 P.O. 78-1377, SEASTIAN,FL32978- 377 ASTIA (72 589712 MELBOURNE (321) 768-8488 PALM BEACH (561) 845.7445 www.ksmengineedng.net SM LUCIE (772) 229-9093 FAX (561) 845-8876 E-Mail: KSM®KSMENGINEERING.NET FAX (772) 589-6469 C.A.: 5693 DATE TESTED: PERMIT #: CONTRACTOR: JOB LOCATION: in G Soil Description: Max- Dry Density: Optimum Moisture: Julie E. Keller, P.E. President MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) December 22n'. 2017 1705-0124 RF Concrete Construction, Inc. Maverick Boat 3207 Industrial 29th Street Fort Pierce, Florida KSM JOB #: 162366-2p 118T--r---,__,-- I I I I I I I 1 I I I 1 I 1 I I 1 I I I 117-r-71---1---1 --r-t-'r--r--r- 1 I I I I I I I I I I I I I I I I I I 115t--I---I---I--t- t---t-� F---I---1 I f I I I I 1 I I I I I I I I I I I I 1 I I I I I I 1144- I-- -I- - -I ---+--i--L---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 J-_----1__i _L__I__ 1 I I I I 1 I I I i y 8 7 8 9 10 11 12 13 14 Moisture - Percent of Dry Weight Brown Sand with Some Clay and Shell Fragments 116.8_P.C.F 10.8 Percent Ronald G. Keller, P.E.: 37293 f 51 Lic. No.: 860 / Julie E. Keller, P.E.: 68366 12/27/2017 17:00 7725892469 KSM ENGINEERTNr PAGE 01/03 TESTING, oC KELLERSCHLEICHER & MaCWILLIAM ENGINEERING AND MARTIN 772)337-7755 2978-137 s(772)se z P.O. 3 MELBOURNE (321) 768-8488 PALM BEACH (561) 845.7445 www.krmengineerng.net ST, LUCIE (772) 229-9093 FAX (561) 845-8876 E-Ma11: KSM@KSMENGINEERING.NEr FAX (772) 589-6469 C.A : 5693 December 27, 2017 RF Concrete Construction, Inc- P. O. Box 650789 Vero Beach, FL 32965 Re: Maverick Boat 32071ndustrial 29'' Street Fort Pierce, Florida Permit#: 1705-0124 KSM Project #: 162366-2d Dear Sir: Enclosed, please find the nuclear density test results performed on the proof roll at the above referenced project. any questions, please feel free to contact the office. S. E-mail to: nency@rfeconstruction.com Fax and Mail to: St. Lucie County Building Department Ronald G. Keller, PE.: 37293 / 51 Lie. No.: 660 / Julie E. Keller, P.E.: 68366 KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 RO. 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 December 27, 2017 RF Concrete Construction, Inc. P. O. Box 650789 Vero Beach, FL 32965 Re: Maverick Boat 3207 Industrial 29th Street Fort Pierce, Florida Permit #: 1705-0124 KSM Project #: 162366-2d Dear Sir: tilLANNED BY St. Lucia r nmh/ Enclosed, please find the nuclear density test results performed on the proof roll at the above referenced project. K No. any questions, please feel free to contact the office. `V/0NAVr' %ti 0/1U4IV to 0`4 E-mail to: nancy@rfcconstruction.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 a�va�va 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: December 22"d, 2017 KSM JOB #: 162366-2d/SF/ct PERMIT #: 1705-0124 CONTRACTOR: RF Concrete Construction, Inc. JOB LOCATION: Maverick Boat 3207 Industrial 29th Street Fort Pierce, Florida MATERIAL: Brown Sand with Some Clay and Shell Fragments ITEM TESTED: Proof Roll ------------------ TEST LOCATION -------------- DEPTH MOIS- -------- PEN -------- DRY ------------- MAX. DRY ---------- PERCENT OF SAMPLE TURE DENSITY PROCTOR COMPACTION ------------------------------------------------ VALUE Building #1 1. S.E. 0" - 12" 11.1 50 116.3 116.8 99.6 2. N.E. 50 113.1 96.8 3. S. Center 50 115.1 98.5 -4. -N.-Center -- - - 50-- 112-2-- -- - - 961-- 5. S.W. 50 115.6 99.0 6. N.W. 50 114.1 97.7 Building #2 7. S.E. 0" -12" 11.1 50 115.5 116.8 98.9 8. N.E. 50 113.4 97.1 9. S. Center 50 115.6 99.0 10. N. Center 50 114.7 98.3 11. S.W. 50 114.4 97.9 12. N.W. 50 116.1 99.4 Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 A . . k 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: PERMIT #: CONTRACTOR: JOB LOCATION: December 22nd, 2017 1705-0124 RF Concrete Construction, Inc. Maverick Boat 3207 Industrial 29t1i Street Fort Pierce, Florida KSM JOB #: 162366-2p 118T---1---I--,--7--T--T_ F — —I— —, I I I I I I I I I I I I I I I I I I I I 117 T--I---1---1---i'--t'--r--t---I--'1 I I I I I I I I I I I I I I I I I I 1161---I---I--1--t— t--t — N--I--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 114a---I---I-- a — 4 — — I --; --1 --I--� I I I I I I I I I I I I I I I I I I I 113--I---I —�-- 1-- 1--t---U --I-- 1 I 1 I I I I I I I 112 L--I—g(—I--J--U---1--1--L--1--J I 1 I I I I I I I I I I I I I I I I I I 111 4---1------�--i -- --i--- --�--� 10 11 12 13 14 Moisture - Percent of Dry Weight Soil Description: Brown Sand with Some Clay and Shell Fragments Max, -Dry Density: 116.8 P,C.F. Optimum Moisture: 10.8 Percent Julie E. Keller, P.E. President Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 01/17/2018 15:50 7725896499 KSP14 ENGINEERING PAGE 01/04 IVC1 If &%IJAVJi 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 (56845.7445 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 January 17, 2018 RF Concrete Construction, Inc. P. O. Box 650789 Vero Beach, FL 32965 Re: Maverick Boat 3207 Industrial 2e Street Fort Pierce, Florida Permit #: 1r7,fl5M4240111 KSM Project #: 162366-3d Dear Sir: SCANNED BY St. Lucie County Enclosed, please find the nuclear density test results performed on the column pads at line D at the above referenced project. ise feel free to contact the office. JAN 18 2018 E-mail to: nancy@rfcconstruction.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 01/17/2018 15:50 77258960sP KSN ENGINEERING PAGE 02/04 Zp OIL AV J&IJIM 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 7845-7445 wwwA smengineering.net MELBOURNE (321) 768-8488 FAX (56845-888876 E-Mail: KSMP.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 17", 2018 KSM JOB #: 162386-3d/85/jl PERMIT #: 1705-0124 CONTRACTOR: RF Concrete Construction, Inc. JOB LOCATION; Maverick Boat 3207 Industrial 291h Street Fort Pierce, Florida MATERIAL; Gray and Brown Sand with Clay ITEM TESTED: Column Pads at Line D --------------------------------------- TEST LOCATION DEPTH MOIS- PEN DRY MAX. D---RY--- -- PERCENT OF SAMPLE TURE DENSITY PROCTOR COMPACTION ___-- VALUE Line A 1. D - 2 24" - 36" 10.7 40 109.9 111.E 98.5 2. D - 3 " 10.1 43 110.2 n 98.7 3. D - 4 11.0 40 109.5 98.1 4.-D---5 1072 44- 110..7--- 5. D-6 9.7 42 110.9 99.4 8.D-7 9.9 41 110.2 " 98.7 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. D-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 UG. No.: 860 / Julie E. Keller, P.E.: 68366 01/17/2018 15:50 7725896459 I KSM ENGINEERING PAGE 03/04 R Yi KELLER, SCHLEICFIER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN V72)ACC 561)1355 RO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (876 845-7445 www.krmangineering.net MELBOURNE (321) 768-8488 FAX (569 8a5-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE 72 229-9093 C.A.:5693 � ) FAX (772)589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED: January 170, 2018 KSM JOB*: 162366-3d/SS/jl PERMIT #: 1705-0124 CONTRACTOR: RF Concrete Construction, Inc. JOB LOCATION: Maverick Boat 3207 Industrial 29' Street 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 — 981 Ronald G. Keller, P.E.:37293 / SI Lic. No.: 860 ' / Julie E. Keller, P.E.: 68366 01/17/2018 15:50 772589645°_ KSM ENGINEERING PAGE 04/04 " "A 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 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (56845.8876 8878 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 161h, 2018 KSM JOB #: 162366-3p PERMIT #: 1705-0124 CONTRACTOR: RF Concrete Construction, Inc. JOB LOCATION: Maverick Boat 3207 Industrial 29th Street Fort Pierce, Florida 113-r--r--I---1--7 T--r--r---I---I I I I I I I I I I I I I I I I I I 1 I I 112-r--I----I---I---f--t--r _r--1--7 I I I 1 I I I I I = I I I 1 I I I I 1 109+----I---I----I— +--+--�--�— --I I I I I I I I 1 I I 1 I I I I I I I I 108-1---I---I—--4--a--1---I---I---4 I I I I I I I I I I I I I I I 1 I I I J I I I I I I I I I I Soil Description: Max. Dry Density: Optimum Moisture: Julie E. Keller, P.E. President 10 11 12 13 14 Moisture - Percent of Dry Weight Gray and Brown Sand with Clay 111.6 P.C.F. 11.0 Percent Ronald G. Keller, P.E.: 37293 / SI Lic, No.: 860 / Julie E, Keller, P.E.: 68366