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Home My WebLink AboutKSM REPORT12/10/2015 16:20 77258964aQ KSM ENGINEERING PAGE 01/03 KELLER, SCHLEICHER MARTIN (772) 337.7755 P.0. PALM BEACH (561) 845-7445 FAX (561) 845-8876 C.A.: 5693 December 10, 2015 Tor �e�� iUSM & MacWILLIAM ENGINEERING AND TESTING, INC. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 w .ksmengineering.net MELBOURNE (321) 7BB-8488 E-Mail: KSMQKSMENGINEERING.NET ST. LUCIE (772) 229-9093 FAX (772) 589-6469 Cal Builders, Inc. 2020 Old Dixie Highway SE Suite #6 Vero Beach, FL 32962 Re: 6050 Turnpike Feeder Road Ft. Pierce, Florida Permit#: SLC1$08-0323 KSM Project#: 152679-1d Dear Sir: 6GANNED BY St. Lucie County RECEOVED DEC 10 2015 Enclosed, please find the nuclear density test results performed on the footers at the above referenced project. any questions, please feel free to call. Nor Fax and -Mail W 8t-Luoie'County Building Department- -- - - ---- -- F_maiLto: calbuilderinc@a_ol.com Ronald G. Keller, P.E,: 37293 / SI Lie. No.: 860 1 Julie E. Keller, P.E.: 68366 12/10/2015 16:20 77258964PQ KSM ENGINEERING PAGE 02/93 Z% I J AVA KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) $37.7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 689-0712 PALM BEACH (561) 845-7445 www.Ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSMOKSMENGINEERING.NET ST. LUCIE (772) 229-9023 C.A.: 5693 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED: December 9, 2015 KSM JOB #: 152679-1dIMH/ot PERMIT #: SLC1508-0323 CONTRACTOR: Cal Builders, Inc. RECEN . JOB LOCATION: 6050 Turnpike Feeder Road Ft. Pierce, Florida DEC 10 2013 MATERIAL: Brown Sand ITEM TESTED: Footers ------------------------------------------------- TEST LOCATION DEATH MOTS- PEN DRY ------------------ MAX. DRY PERCENT OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION _-- _ -_-- - ---------- ------- VALUE 1. N.E_ 0" — 12" 10A 40 107.4 111.4 96.4 2. N.W. 38 108.1 97.0 3. Center 50 108.0 96.9 4, S.W. 46 107.3 96.3 5. S.E. " 40 107.4 96.4 Ronald G. Keller, P.E.: 37293'/ SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 12/10/2015 16:20 7725896eFo KSM ENGINEERING PAGE 03/03 W O ML Ar A%NJAVAL 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) 546-7445 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 1BA'am so1*11:1111131 PERMIT #: CONTRACTOR: ArQ 1116Id_4ira7i•A O LE U a F fz7 MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) December 9, 2015 SLC1508-0323 Cal Builders, Inc. 6050 Turnpike Feeder Road Ft. Pierce, Florida KSM JOB #: 152679-1 p M 1127----7-------I----r---7---� I I I 1 I I I I I 1 I I I I I I i I I 1 I 1 i I I 1 1 I I I I 1 I I I I I 1 I I I I I 1 I I I I I I I I I 110 --- � - I I I I I I 1 I I I I 1 I I I I I I I 1 I I I I I I 109+ --_ r ___ {----I----+ _ _- ----t 1 I I I I 1 I I i I I I I I I 1 I I I I I I I I I I I I 4---- I----i ---� _ ---- - — ---- --9 — to 11�2--- 13---- 14-15--- -- Moisture -Percent of pry Weight Soil Description: Max. Dry Density: Optimum Moisture: Julie E. Keller, P.E. Brown Sand' 111.4 P.C.F. 12.0 Percent Ronald G. Kelley P.E ! 37293 / SI Lie. No.: 860 / Julie E. Keller, P.E.: 68366 TIF CA IL 9 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 December 10, 2015 Cal Builders, Inc. 2020 Old Dixie Highway SE Suite #6 Vero Beach, FL 32962 Re: 6050 Turnpike Feeder Road Ft. Pierce, Florida Permit #: SLC1508-0323 KSM Project#: 152679-1d Dear Sir: SCANNED BY St. Lucie County c 0 c g O� Enclosed, please find the nuclear density test results performed on the footers at the above referenced project. ShgViq bid h '&W questions, please feel free to call. i Fax and Mail to: St Lucie County Building Department E-mail-to= calbuifderinc@aol.-c " Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 Tip C 19 i117jYi 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.NE-r 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 9, 2015 KSM JOB #: 152679-1 d/MH/ct PERMIT #: SLC1508-0323 CONTRACTOR: Cal Builders, Inc. JOB LOCATION: 6050 Turnpike Feeder Road Ft. Pierce, Florida MATERIAL: Brown Sand ITEM TESTED: Footers --------------------------------------------------------------------- TEST LOCATION DEPTH MOTS- PEN DRY MAX. DRY PERCENT OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION -------------------------------------------------VALUE --------------- 1. N.E. 0" — 12" 10.4 40 107.4 111.4 96.4 2. N.W. 38 108.1 97.0 3. Center 50 108.0 96.9 4. S.W. 46 107.3 96.3 5. S.E. 40 107.4 96.4 Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 Tl C 1 I' A% JiYi 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 DATE TESTED: PERMIT #: CONTRACTOR: JOB LOCATION: Soil Description Max. Dry Density: Optimum Moisture: Julie E. Keller, P.E. MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) December 9, 2015 SLC1508-0323 Cal Builders, Inc. 6050 Turnpike Feeder Road Ft. Pierce, Florida KSM JOB #: 152679-1p 1127----I-----I----I----T_ _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 1114----4----- --I-- -=---4----4 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 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 109-----+--------I----f---- ----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 ti---- }-----------i-------� - 9 10 - --1-1------- 12 - 13-- 14 --15- - Brown Sand 111.4 P.C.F. 12.0 Percent Ronald G. Keller, P.E.:37293 / SI Lic. No.: 860 1 Julie E. Keller, P.E.: 68366 KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377 SEBASTIAN FL 32978-1877 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-848B FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 SCANNED December 10, 2015 BY St. Lucie Countv Cal Builders, Inc. 2020 Old Dixie Highway SE Suite #6 Vero Beach, FL 32962 Re: 6050 Turnpike Feeder Road Ft. Pierce, Florida Permit #: SLC1508-0323 KSM Project#: 152679-1d Dear Sir: Enclosed, please find the nuclear density test results performed on the footers at the above referenced project. any questions, please feel free to call. No Fax and Mail to: St Lucie County Building Department E-mail-to_—calbuilderinc@aol.cam RECEIVED DEC 14-2015 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: December 9, 2015 KSM JOB #: 152679-1d/MH/ct PERMIT #: SLC1508-0323 CONTRACTOR: Cal Builders, Inc. JOB LOCATION: 6050 Turnpike Feeder Road Ft. Pierce, Florida MATERIAL: Brown Sand ITEM TESTED: Footers - ----------------- TEST LOCATION -- ----------------------------------------- DEPTH- MOTS- PEN DRY MAX. DRY PERCENT OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION -------------------------------------------------VALUE --------------- 1. N.E. 0" —12" 10.4 40 , . 107.4 111.4 96.4 2. N.W. 38 108.1 97.0 3. Center 50 108.0 96.9 4. S.W. 46 107.3 96.3 5. S.E. 40 107.4 96.4 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: KSMQKSMENGINEERING.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 9, 2015 SLC1508-0323 Cal Builders, Inc. 6050 Turnpike Feeder Road Ft. Pierce, Florida KSM JOB #: 152679-1p 112 T---T--- 1----I----T----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 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 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 109-F----+----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 1084-----4 ---- I---- ---4----I - -- - - - - - —9- --10 - -- 11 ---12 13-- - 14-- 15 - Soil Description: Max. Dry Density: Optimum Moisture: Julie E. Keller, P.E. Brown Sand 111.4 P.C.F. 12.0 Percent Moisture= P-ercent-of=DrinWeight Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366