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Home My WebLink AboutKSM REPORT06/22/2017 15:23 7725896 9 KSM ENGINEERING* PAGE 01/03 ilrl7lYi 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) 569-6469 June 22, 2017 Beville Tractor Service 771 Campbell Road Zj�NNNhU Fort Pierce, Florida 34945 BY Re: 791 E. Prima Vista Boulevard St. LUCIecouniN Port St Lucie, Florida Penmit4,V1A2t62b1W KSM Project #: 171935-1 d Dear Sir: Enclosed, please find the nuclear density test results performed on the driveway at the above referenced project. ,ase feel free to contact the office. E-mail to: tbev1976@gmail.com Fax and Mail to: St. Lucie County Building Department RECEIVED JUN 2�3 2017 Ronald G. Keller, F.E.: 372931 SI Lic. No.: 860 1 Julie E. Keller, P.E.: 68366 06/22/2017 15:23 7725894 KSM ENGINEERING PAGE 02/03 trr*Aff L%om 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 (561) 845-7445 wwwAsmengineering.net MELBOURNE (321) 768-8468 FAX (561) 045-8876 E-Mail: KSMOKSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 689-6469 SOIL COMPACTION REPORT ASTM D 1567 and ASTM D 2922 DATE TESTED: June 21 "% 2017 KSM JOB* 171934-1 d/MH/ct PERMIT #: 1702-0201 CONTRACTOR: Beville Tractor Service JOB LOCATION: 761 E. Prima Vista Boulevard Port St Lucie, Florida MATERIAL: Brown Sand ITEM TESTED: Driveway --TEST -LOCAT-O----- DEPTH ---- MOIS------ N -------R- ----MAX ---P-E- RC^E-N-T-- DR- OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION ------^VALUE 1. East 0" —12" 11.6 51 111-7 112.0 99.7 2. West 50 .108.9 " 97.2 3. South " 50 108.6 " 96.9 4. N.W. " 50 107.3 95.8 S. S.W. 50 110.1 98.3 Ronald G. Keller. P.F-.: 37293 / SI Lic- No.: 860 / Julie E. Keller. RE.; 68366 06/22/2017 15:23 7725896dS9 KSM ENGINEERING# PAGE 03/03 F �0Ilk At L%&JXYi 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 w .ksmengineerinq.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail; KSMOKSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 6693 MOISTURE -DENSITY RELATIONSHIP FAX (772) 589-6460 MODIFIED PROCTOR (ASTM D 1557) DATE TESTED: June 21't, 2017 KSM JOB #: 171934-1 p PERMIT #: 1702-0201 CONTRACTOR: Gary McPeek Land Clearing JOB LOCATION: 761 E. Prima Vista Boulevard Port St Lucie, Florida 113 1-------)-- 1----r---T--- 1 I I I 1 I 1 I I I I I I I I I I I I I I I 1 1 I I I 1 1 112a --- ----a--- ---(---- G---� I I I I 1 1 I U I I I I I 1 j----j----j — — ----j I 1 1101 I I 1 I I 1 I I I } —----1I ----1-------t--- i i I I 1 I I 1 I I I I I I I I I I I I I 1 I I I I 1 I I 109 I-- +-------I----1 --------i 8 9 10 11 12 13 14 Moisture - Percent of pry Weight Soil Description: Brown Sand Max. Dry Density: 112.0 P.C.F. Optimum Moisture: 11.0 Percent Julie E. Keller, P.E. President Ronald G. Keller, P.E.: 37293181 Lk. No.: 860 / Julie E. Keller, P.E.: 68366 ✓ ur calk f E%Iawa 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 June 22, 2017 Beville Tractor Service 771 Campbell Road Fort Pierce, Florida 34945 Re: 791 E. Prima Vista Boulevard Port St Lucie, Florida Permit #: 1702-0201 KSM Project #: 171936-1 d Dear Sir: C�c1(.ercl<::�( Enclosed, please find the nuclear density test results performed on the driveway at the above referenced project. have any questions, please feel free to contact the office. E-mail to: tbev1976@gmail.com Fax and Mail to: St. Lucie County Building Department RECEIVED JUN 2 6 7017 Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 A%k'31Vi 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: June 21s`, 2017 KSM JOB #: 171934-1d/MH/ct PERMIT #: 1702-0201 CONTRACTOR: Beville Tractor Service JOB LOCATION: 761 E. Prima Vista Boulevard Port St Lucie, Florida MATERIAL: Brown Sand ITEM TESTED: Driveway ----------=------- TEST LOCATION -------- DEPTH ----------- MOTS- ------- PEN -------- DRY ----------- MAX. DRY -------- PERCENT OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION ----------------------------------------------------VALUE ------------- 1. East 0" —12" 11.6 51 111.7 112.0 99.7 2. West 50 108.9 97.2 3. South 50 108.5 96.9 4. N.W. " 50 107.3 " 95.8 5. S.W. " " 50 110.1 98.3 Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 L%1jAW 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 MOISTURE -DENSITY RELATIONSHIP FAX (772) 589-6469 MODIFIED PROCTOR (ASTM D 1557) DATE TESTED: June 2131, 2017 KSM JOB #: 171934-1p PERMIT M CONTRACTOR: JOB LOCATION: Soil Description: Max. Dry Density: Optimum Moisture: Julie E. Keller, P.E. President 1702-0201 Gary McPeek Land Clearing 761 E. Prima Vista Boulevard Port St Lucie, Florida 113T---T---,----1----T- 'T---, 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 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 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 I I I I I I I I I I I I I I I 1 I Brown Sand 112.0 P.C.F. 11.0 Percent 10 11 12 13 14 Moisture - Percent of Dry Weight Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 WE, OPV%k9 A%CDAYL 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 June 22, 2017 Beville Tractor Service 771 Campbell Road JUL a 5 201? Fort Pierce, Florida 34945 PERMI iTI.NG St. Lucie County, FL Re: 79,1irE.sPrimaY;/ista�,BisC� l�vard Port St Lucie, Florida Permit #ze 102_=Q20 KSM Project#: 171935-1d Dear Sir: Enclosed, please find the nuclear density test results performed on the driveway at the above referenced project. Ise feel free to contact the office. E-mail to: tbev1976@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 %1W eq-�� 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: June 215t, 2017 KSM JOB #: 171934-1d/MH/ct PERMIT #: 1702-0201 —' CONTRACTOR: Beville Tractor Service JUL a ..ri 291? JOB LOCATION: 761 E. Prima Vista Boulevard Port St Lucie, Florida St. Lucie c, . MATERIAL: Brown Sand ITEM TESTED: Driveway TEST LOCATION DEPTH MOTS- PEN DRY MAX. DRY PERCENT OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION ----------------------------------------------------VALUE ------------- 1. East 0" —12" 11.6 51 111.7 112.0 99.7 2. West " 50 108.9 97.2 3. South " 50 108.5 " 96.9 4. N.W. 50 107.3 95.8 5. S.W. 50 110.1 98.3 Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 Y V S 9 "I;PAVA 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 MOISTURE -DENSITY RELATIONSHIP FAX (772) 589-6469 DATE TESTED: PERMIT #: CONTRACTOR: JOB LOCATION Soil Description: Max. Dry Density: Optimum Moisture: Julie E. Keller, P.E. President MODIFIED PROCTOR (ASTM D 1557) June 21st, 2017 1702-0201 Gary McPeek Land Clearing 761 E. Prima Vista Boulevard Port St Lucie, Florida KSM JOB #: 171934-1p JUL 2 5 291? PERMITTING St. Lucie County, FL 11377---T----1----I----r----7---, 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 1124-----4------=-----4----4 I I I I I I I I I I I I I I I I I I I I 111 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 I I I I I I I I I I I I I I I I Brown Sand 112.0 P.C.F. 11.0. Percent 10 11 12 13 14 Moisture - Percent of Dry Weight 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 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 June 13, 2018 Beville Tractor Service 771 Campbell Road FOR Pierce, Florida 34948 RECEIVED Re, 761 E Prirpa Vista Scu evaro JUN 19 me Port Saint Lucie, Florida Permitting Department Permit #: 1702-020+ St. Lucie County KSM Project # 171934-2d hbk Dear Sir: As you requested, an on -site visit oyes made to the above referenced site to determine the degree of Compaction of the foundatign sails under the driveway. Since the slab -ore -grade yeas in place at the time of our visit, the following method was used to determine the in -place, density. At locations around the exterior of the driveway, the soil was removed parallel to the bearing grade and nuclear density readings taken. 2. At random locations around the exterior of the driveway, a Brainard* Kiliman model S-214 static cone penetrometer was used to measure the soil resistance beneath the bearing grade. Findings: Nuclear density readings indicate that the degree of compaction ranged from 98.4 to 99.4 percent of modified Proctor value. Penetrometer readings indicate that the filled soils tv3 be generally medium dense. The soil compaction report along with our penetrometer readings is attached. Based upon the field data obtained, it is our professional opinion that the compaction meets minimum preje> t standards of 95 percent of its modified dry Proctor. Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E : 68366 w ' 010 OIL ff .&Vi 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 761 E Prima i,Pista $oulevarO -2- PPq Saint Lucie, Florida June 13, 2018 `No trust tho findings a our investigation are clear and understanda0le. If any additional information or clarification is needed, please contact us. I Email to: tbevI976@gmail.com Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 _ b._ 1- ,� 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 SOL COMPACTION RIE'5QR E ASTM D 1557 and AS -TM D 2922 DATE TESTED: ,June !Vh, 2018 KSM JOB #: 171934-24/DPlil PERMIT: 1702-0201 CONTRACTOR: Neville T, a„tor Service ,JOB LOCATION: 761 E. Prirra ViSta Dogj@v;�ird Port St Lucia, Florida MATERIAL: Broom Sand ITEM TESTED: Driveway- HBK - ^---------^' ----------------^ TEST L CATION i --- DEPTH ir)OIS- P N DR - '�--- MAX. DRY P{ FtC NT OF SAMPLE TUBE READ DENSITY PROC, OR COMPACTION --------------------------------.___-__ VALUF __--_^--- 1. N.E. 0" —12" 9.2 53 111.4 112.0 99.4 2. N.W. 52 111.1 99.1 3. S.E. 50 110,8 98.9 4. S.W. r1 110.3 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 MOISTURE -DENSITY RELATIONSHIP FAX (772) 589-6469 DATE TESTED: PERMIT #: CONTRACTQR: JOB LOCATION: Q L: U a: X 0 C Soil Description: Max. Dry Density: Optimum Moisture: Julie E. Keller, P.E. President MODIFIED PROCTOR (ASTM D 1557) June 12th 2018 1702-0201 Deville Tractor Service 7f1 E. Prime Vista Boulevard Port St Lucie, Florida KSM JOB #: 171934-2p 113 T---T—----1— --r - -- r, -, I I ! I E I I I E I I E I I I I I I I I I I I I I I I I 112IIII IIII -11 7-- tIII .---4IEII -4 1117--- T--IIII T— --1 110' i --- --^I- — e ol�.--i----+----I I I I 1 ! I I I I I I I I 1 E I I 1 I I ! I I I ! E I E 1094----I g c Brown Sand 112,0 P,C-F, 11.0 Percent 10 11 `12 13 14 Moisture - Percent of Dry Weight Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 1 Julie E. Keller, P.E.: 68366