HomeMy WebLinkAboutCompaction Test 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
July 17, 2017
Beville Tractor Service JUL 5 2 Y w-�
771 Campbell Road
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Fort a Piercr Florida 34945 5t t
. Lucie Car.:nr;�, FL
Re: 905 Easy Street 1 ® ��
White City, Florida
Permit#: --
KSM Project#: 172212-1 d
Dear Sir:
Enclosed, please find the nuclear density test results performed on the compacted
foundation fill for the addition building pad at the above referenced project.
S puld V6U1h,9ve any questions, please feel free to contact the office.
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E-mail to: tbev1976@gmail.com
Mail 3 Copies
Ronald G. Keller, P.E.: 37293/SI Lic. No.: 860 / Julie E. Keller, P.E.:68366
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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 768-8488
FAX 561 845-8876 www.ksmengineering.net MELBOURNE(321)
( ) 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: July 14", 2017 KSM JOB#: 172212-1d/MH/ct
PERMIT#: ! id II\ I>
CONTRACTOR: Beville Tractor Service JUL 2 5 219"V
JOB LOCATION: 905 Easy Street PERMiITTic'c
White City, Florida Si. Lucie Co��r`tv,, FL
MATERIAL: Brown Sand with Shell Fragments
ITEM TESTED: Compacted Foundation Fill for the Addition Building Pad
- - - - -- -- -- - - - - -- - -- -- -- - - ---- -- - -- -- - - - -- -- --- - - - - - - -- -- - - - - -- -- --- -- --
TEST LOCATION DEPTH MOTS- PEN DRY MAX. DRY PERCENT
OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION
VALUE
-- -- -- -- -- - - -- - -- --- - -- - ----- --- -- - --- - - - - - - -- - - - - - - -- - -- - - - - - - -- --- - --
1. S.E. 0" — 12" 11.6 50 108.3 110.7 97.8
2. Center It It50 107.8 97.4
3. N.W. 50 110.1 99.5
Ronald G. Keller, P.E.: 37293/SI I_ic. No.:860 / Julie E. Keller, P.E.:68366
Tie 019
A'%50 AVI
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: July 14", 2017 KSM JOB #: 172212-1p
PERMIT#: l r2T E1�' f
CONTRACTOR: Beville Tractor Service JUL. 25 2,11'
JOB LOCATION: 905 Easy Street PER:UII TT I iN G
St. Lucie Count;, FL
Water City, Florida
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1084-- - - + - -- -4 - - --I- --- - - -4 - - - -4
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9 10 11 12 13 14 15
Moisture-Percent of Dry Weight
Soil Description: Brown Sand with Shell Fragments
Max. Dry Density: 110.7 P.C.F.
Optimum Moisture: 12.2 Percent
Julie E. Keller, P.E.
President
Ronald G. Keller, P.E.:37293/SI Lic. No.: 860 / Julie E. Keller, P.E.:68366
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