The URL can be used to link to this page

Home My WebLink AboutKSM SOIL REPORTKELLER, 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 25, 2015 JAF Tractor and Bobcat Services 9772 SW Glenbrook Drive Port St. Lucie, Florida 34987 Re: Iran Fernandez 387 E. Midway Road Fort Pierce, Florida Permit #: SLC 1507-44-54 KSM Project #: 151810-3d Dear Sir: SCANNED BY 3t Lucie County Enclosed, please find the nuclear density test results performed on the subbase for the eferenced project. please feel free to call. JEK/jt E-mail to: jaftractorservice@gmail.com Fax and mail to: St. Lucie County Building Department RECEIVED SEP'28 2015 11,1001 Maw r1,111 ImU'�,,Npn' 001 Ronald G. Keller, P.E.: 37293 1 SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 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: KSMQKSMENGINEERING.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 22, 2015 KSM JOB #: 151810-3d/BV/jjt PERMIT#: SLC 1507-0454 CONTRACTOR: JAF Tractor and Bobcat Services JOB LOCATION: Iran Fernandez 387 E. Midway Road Fort Pierce, Florida MATERIAL: Gray Sand ITEM TESTED: Subbase for Driveway Entrance TEST LOCATION DEPTH MOTS- PEN DRY X. MADRY PERCENT OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION -------------------------------------------------VALUE -------------- 1. N.E. Corner 0" —12" 1.8 45 104.4 106.4 98.1 2. N.W. Corner 3.1 45 106.4 100.0 3. S.W. Corner 2.2 45 104.7 98.4 4. S.E. Corner 7.3 45 105.3 99.0 5. Center 1.0 50 104.7 98.4 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: September 22, 2015 KSM JOB #: 151810-2p PERMIT #: SLC 1507-0454 CONTRACTOR: JAF Tractor and Bobcat Services JOB LOCATION: Iran Fernandez 387 E. Midway Road Fort Pierce, Florida 108T_—1---1---1--'T T--r--r--1--, I I I I I I I I I I I I I I I I I I I I 107�--I---I-- 1--rt--t--r--t---I-- 1 I I I I I I I I I I I I I I I I I I I lost--I---I--1--t —t— t—'—F--I--1 LL I I I I I f I I p: 105+--I---I---q—- F--+--t---H--I— — —I F I I I I I I I I I = I I I I I I I I I 104----I---I— -4--4--4---t---� —1---4 I I I I I I I I I I I I I I I I I I I 103�--1-- 1---4---=---L--L--I---1---1 I I I I I I I I I I I I I I I I I I I I 102 L-----I--J--1--I--L--L--I--J I I I I I I I I I I I I I I I I I I I I 1o1;---1----[---I--4--—-— —I--—� 7 8 9 10 11 12 13 14 15 16 Moisture - Percent of Dry Weight Soil Description: Gray Sand Max. Dry Density: 106.4 P.C.F. Optimum Moisture: 12.0 Percent Julie E. Keller, P.E. Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 Avg KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7765 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 25, 2015 JAF Tractor and Bobcat Services 9772 SW Glenbrook Drive Port St. Lucie, Florida 34987 Re: Iran Fernandez 387 E. Midway Road Fort Pierce, Florida Permit #: SLC 1507-0454 KSM Project #: 151810-2d Dear Sir: Enclosed, please find the nuclear density test results performed on the base for the dri `ewWoe alga nce at the above referenced project. 9°fLglydA lnla�questions, please feel free to call. JEKft E-mail to: jaftractorservice@gmail.com Fax and mail to: St. Lucie County Building Department RECEIVED SEP'28 2015 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 24, 2015 PERMIT #: . SLC 1507-0454 CONTRACTOR: JAF Tractor and Bobcat Services JOB LOCATION: Iran Fernandez 387 E. Midway Road Fort Pierce, Florida MATERIAL: Cemented Coquina Rock KSM JOB #: 151810-2d/ES/jt ITEM TESTED: Base for Driveway Entrance --- --------------- TEST LOCATION ---------------- DEPTH MOIS- ------- DRY ------------ MAX. DRY --------- PERCENT OF SAMPLE TURE DENSITY PROCTOR COMPACTION ----------------------------------------- VALUE --------------------- 1. N.E. Center 0" — 12" 7.6 126.9 128.1 99.1 2. N.W. Center 6.8 127.3 99.4 3. S.W. Center 8.4 12T5 99.5 4. S.E. Center 7.8 127.0 99.1 5. Center 8.0 126.3 98.6 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) 337-7765 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: September 24, 2015 KSM JOB #: 151810-2p PERMIT #: SLC 1507-0454 CONTRACTOR: JAF Tractor and Bobcat Services JOB LOCATION: Iran Fernandez 387 E. Midway Road Fort Pierce, Florida 129T_—1---I---1--_r T—— r-—— F — —I--, I I I I I I I I I I I I I I I I I I I I 128 L__I___1--J__1__ _ L__L__I—_J I I I I I I I I I p I I I I I I I I I I u: 127+--I---I--1-- --t-- It —--I---I Lj I I I I I I I I I I F I I I I I I I I I = 126 --F --I-- I----T--T- --F---1---I I I I I I I I I I I 1254----1-- --�-- G--� --=--1---I-- a I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I 124 1---7---r--T--T---r---I---1 I I I I I I I I I I I I I I I I I I I I 1234- 1----- -- --�--i -- --�--� 3 4 5 6 7 8 9 10 11 12 Moisture - Percent of Dry Weight Soil Description: Cemented Coquina Rock Max. Dry Density: 128.1 P.C.F. Optimum Moisture: 8.4 Percent Julie E. Keller, P.E. Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 1 Julie E. Keller, P.E.: 68366 09/2512015 16:47 7725---:=69 KSM ENGINEER?NC PAGE 01/03 UPCIL t A%0XVa KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 599-0712 PALM BEACH (561%M-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 SGANWU September 25, 2015 St Itl BY county JAF Tractor and Bobcat Services 9772 SW Glenbrook Drive Port St. Lucie, Florida 34987 Re: Iran Fernandez 387 E. Midway Road Fort Pierce, Florida Permit #: SLC 1507-M4 KSM Project #: 151810-3d Dear Sir: Enclosed, please find the nuclear density test results performed on the subbase for the driveway entrance at the above referenced project. Should you have any questions, please feel free to call. qF ;4 Fax and mail to: St. Lucie EI i Building Department Ronald G. Keller. RE.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 ,09/25i2015 16:47 7725ia`,469 KSM ENGINEERING PAGE 02/03 V'OIL t 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 (661) 845-7445 www.ksmengineedng.net MELBOURNE (321) 758-BQB FAX (551) 045-8876 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 22, 2016 KSM JOB #: 151810-3d/BV/jt PERMIT#: SLC 1507-0454 CONTRACTOR: JAF Tractor and Bobcat Services JOB LOCATION: Iran Fernandez 387 E. Midway Road Fort Pierce, Florida MATERIAL: Gray Sand ITEM TESTED: Subbase for Driveway Entrance ---T---EST----LOCATIO---------------- N DEPTH MOTS- -------- P--EN -------------------------------- DRY MAX. DRY PERCENT OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION ---------------------- --VALUE 1. N.E. Corner 0" —12" 1.8 45 104.4 106.4 98.1 2. N.W. Corner 3.1 45 105A ICU 3. S.W. Comer 2.2 45 104.7 98.4 4. S.E. Comer 7.3. 45 105.3 99.0 5. Center " 1.0 50 104.7 98.4 Ronald G. Keller, P.E.: 37293 / SI Lio. No.: 860 / Julie E. Keller, P.E.: 6836G .09/2N2015 16:47 772',' 469 KSM ENGINEER?Nr PAGE 03/03 'v IV 1 t A%IJAY& 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) W-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 MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1667) DATE TESTED: September 22, 2015 KSM JOB #: 151810-2p PERMIT #: SLC 1507-0454 CONTRACTOR: JAF Tractor and Bobcat Services JOB LOCATION: Iran Fernandez 387 E. Midway Road Fort Pierce, Florida 108T---r---1--7--7--T--1^--F—I—_-.1 I I I I I I I 1 I I I I I I I I I I I I 1077---r--I---1--7--r--r--r--I__-1 I I I 1 I I I I I I I I I 1 I I I I I � 106t--1---1--�I-----t —+— i---F---I---i I I I I I I f I Lj I I 1 I I 1 I I I I F I I I I I I I 1 I = I I I I 1 I I 1 I 104 4I 1— — —1— -a — 44 4- — — 4- — — I— —1— 4 I I I I I I I I I I I I 1 I I I I I I 103---I-- I--J--1__t—L--1---1---a I I I I I 1 I I I I I I I 1 I 1 I I I I 102L__ I 1 I I I I I I 1 I I I I I I 1 I I I I 1o1-----I---4--4--4--- ----1---4 7 8 9 10 11 12 13 14 15 16 Moisture - Percent of Dry Weight Soil Description: Gray Sand Max. Dry Density: 106.4 P.C.F. Optimum Moisture: 12.0 Percent Julie E. Keller, P.E, Ronald G. Keller, P.E.: 37293 / SI Lio. No.: 860 1 Julie E. Keller, P.E.: 68366 KELLER, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-775.5 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 August 27, 2015 RECEI!"7D SEP 012015 Q � August 26, 2015 ./� JAF Tractor and Bobcat Services 9772 SW Glenbrook Drive Port St. Lucie, Florida 34987 Re: Iran Fernandez 387 E. Midway Road Fort Pierce, Florida Permit #: SLC 1507-0454 KSM Project#: 151810-1d Dear Sir: "GROIED BY St 1_ueie Count Enclosed, please find the nuclear. density test results performed on the subgrade for the driveway and parking area at the above referenced project. :I free to call. E-mail to: jaftractorservice@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 � a A%NZ AVA KELLE.R, 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: August 25, 2015 KSM JOB* 151810-1 d/ES/jt PERMIT #: SLC 1507-0454 CONTRACTOR: JAF Tractor and Bobcat Services JOB LOCATION: Iran Fernandez 387 E. Midway Road Fort Pierce, Florida MATERIAL: Brown and Gray Sand ITEM TESTED: Subgrade for Driveway and Parking Area ------------------------------ TEST LOCATION -- DEPTH MOTS- ------- PEN --------- DRY --------------------- MAX. DRY PERCENT OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION VALUE 1. N.E. 0" —12" 8.0 36 110.7 110.8 99.9 2. N.W. 8.0 30 108.7 98.1 3. S.W. 7.1 34 108.3 97.7 4. S.E. 6.4 40 108.6 98.0 5. Center 7.0 38 109.1 98.5 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 MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) DATE TESTED: August 25, 2015 KSM JOB #: 151810-1 p PERMIT #: SLC 1507-0454 CONTRACTOR: JAF Tractor and Bobcat Services JOB LOCATION: Iran Fernandez 387 E. Midway Road Fort Pierce, Florida 112T--r--7--,---I---r--T--'T -1 I I I I I I I I I I I I I I I I I I 111--1--1--J---1---L--1---1--J I I I I I I I I p I I I I I I I I I 110+--t--�-- i---I --F ----�---I U I I I I I I I I I _ — I -- I __ 1_ _I _ = 109 I I I I I —I I I I I I I I I I I I 108a---�--�— a---I-------�---a I I I I I I I L 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 1064---4---4---I— 4---4 6 7 8 9 10 11 12 13 14 Moisture - Percent of Dry Weight Soil Description: Brown and Gray Sand Max. Dry Density: 110.8 P.C.F. Optimum Moisture: 11.0 Percent Julie E. Keller, P.E. Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 09/01/2015 ,12:53 7725896 KSM ENGINEERING', PAGE 01/03 i111�,�Yi KELL.SR; SCHLEICRER & MacWILLIAM ENGINEERING AND TESTING, INC. :MARTIN (772)3374756- P.O. -BOX 78-1 F877, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM: tlEACEV (5$1).$46 7445 v" ksmengineeriNmm MELBOURNE (a21) 768-6488 FAX (561f 6d5�8878. E+Mail: KSM@KSMENGINESRlNG.NET ST. LUCIE (772) 229-90g3 G. Y 5693 f'AX (772) 589-6469 Reviswid.August 37, 2015 A'ugust26; 2015 JAF Tractor and. Bobcat Services 9712 SWGlel brook Drive Port St. Lucie; Florida 34987 Rid:` IMn Fefnattdex 30-E. Midway Road FOA Plerce, Florida Pshbit#: SLC 1507-0+464 t 6MProfect#: 151810-1d Dear Sir: Enolosad,'please. find the nuclear density test results performed on the subgrade for the ove referenced project. ase feel free to call. !=-.mail. cl jaftractcrsem. ce@gmail.00m F6aarid.rnail;to: St. Lucie' County Building Department REI.FI\l- r.-.. r � ,-T 56ript 2x Ron01d G. Kalier, P,E.: 37293I 51 Lic. No.: 660 / Julie E. Keller, P.E.: 66366 09/01/2015 12:53 7725896,"" KSM ENGINEERING.'\ PAGE 02/03 A%0 K;ELL:ER,. SG:H.L,tJdHER & MadWILLIANI ENGINEERING AND TESTING., IN:C. 4i{T M R1772j 837-7755 PO, BOX 78-1377, SEBASTIAN; FL 32978-1377 SESASTIgN {772} 589.0712 PALM B1Y;W Wt6 &35-2J45 www,kemengineedrig.net MELBOURNE {321) 768-8488 CAn 881,}:a45-8$76 E-Moil': KSMOKSMENGINEERING.NET' ST.,LUCIE (772) 229-9093 C.IW:: 569;9 PAX (T72) 589.6469 SOIL COMPACTION REPORT ASTM D 1.557 and ASTM D 2922 DATE TESTED: August 25, 2015 KSM JOB #: 151810-1d/ES/jt PERMIT #: SLC 1507-0454 CONTRACTOR: JAF Tractor and Bobcat Services JOB LOCATION: Fran Fernandez 387 E. Midway Road Fart Pierce, Florida •MATERIAL; Srdwn and Gray Sand .ITEM TESTED: ,. Subgtade for Driveway and Parking Area .. �. r �. TEST LOCATION .. ..nr r—r DEPTH MOTS- n.. PEN --- DRY --- ---. MAX. DRY -ray PERCENT OF SAMPLE TURF READ DENSITY PROCTOR COMPACTION ----------------------- ----------------- -- - VALUE 1. N.E. 0" 12" 8.0 36 110.7 110:8 99.9 2• N.W. 8.0 30 108.7 98.1 3. S.W. " 7.1 34 108.3 97.7 4; S.-E. 6:4 40 108.6 98.0 5. Center .. 7.0. 38 109.1 98.6 R'oneld G. Kelier, P.E.: 31293 / S6 Lie. No.: 680 / Ji ie E. Keller, P.E.: 68366 09/01/2015 12:53 772589E `` KSM ENGINEERING - PAGE 03/03 io ftow& KELL>wR, S0,,HLEICHER & MaCW'ILLIAM ENGINEERING AND TESTING, INC. MARTIN (Y7 J;:3a7 7i55 P.O. BOX 78-1377, SEaASTIAN, FL 32978-1377 SEBASTIAN (772) 688-0712 FAX ALIVIBEA4HISIRI-887)845.7dd5 wwui.ksmengineering.net MELSOURNE(321)768-8488 FA ,: ct) 845•8878: E-Mail: KSM0KSMENGINEERING.NET ST,.'LUCI.e (772) 229-9693 O " � FAX (772)688.6460 MOISTURE -DENSITY REIATIONSHIP MODIFIED PROCTOR (ASTM D 1557) DA-tlESTED: August 25, 2015 KSM JOB #: 151810-1p PERMT-:#: SEC 1507-0454 CONTRACTOR: JAF Tractor and Bobcat Services JOB LOCATION: Iran Femandez 381 E. Midway Road Fort Pierce. Florida I I 1 I I I I I 1 I 1 I 1 I I I I o I i t I I 1 I I I a i I 1 I I 1 I I 1 109 — -- — 711^ 1 I I I t I 108.1----4.--.1 ---_i __I___1 4a I I I I I i 1 I 107T---r---r---1_ _I_ _r---r---ram—'-1 I i I I I I I I I 1 I I f I 0 7 8 9 10 11 12 13 14 Mol6ture - Percent of Dry Weight Soil Descrip'tion:. Brown and Gray Sand Max: pry #tensity: 110..8 P.C.F. Optimum Moisture: 11.0 Percent Julie E. Ke112F, P:E, Roriald G. Keller, P.E.: 372931SI {JC. Na,.: 860 / Julie I- Keller, RE.: 68366