HomeMy WebLinkAboutKSM REPORT - 11-30-1811/31
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KEILLER, 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) a45-7445 www.ksmengineering_ne# MELBOURNE (321) 768-8488
FAXJ(561) 845�8876 E-Mail: KSMOKSMENGINEERING.NET ST. LUGIE (772) 229-9093
C.A. 5693 FAX (772) 58g-6a69
November 30, 2018
SCANNED
BY
1 Heritage Contracting St Lucie County
1 3690 N. U.S.1
Fort Pierce, Florida 34946
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Re: 4380 indrio Road
F'Qrt Pierce, Florida
Permit #: 1810-0687
KSM Project#: 180951-1d
Dear Sir:
Enclosed, please find the nuclear density test results performed on the slab addition in
the rear of'the house at the above referenced project.
Should you'have any questions, please feel free to contact our office.
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E-mail to: paul.k.hcs@gmail.com
j Fax and Mail to: St. Lucie County Building Department
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Ronald C. Keller, P.E.: 37293 / SI Lie. No.: 860 1 Julie E. Keller, P.E.: 68366
11/3I 0/2018 18:03 7725896469 KSM ENGINEERING PAGE 02/03
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KE,LLER, S•CHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 PO. 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: KSM0KSMENGINEERING,NET ST. LUCfE (772) 229-9093
C.A;: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1567 and ASTM D 2922
DATE TESTED:
November 29t", 2018
KSM JOB #: 184119-1 d/SS/ot
PERMIT ##:
1810-0587
CONTRACTOR:
Heritage Contracting
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JOB LOCATION:
4380 Indrio Road
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Fort Pierce, Florida
MATERIAL:
Gray Sand with Traces of Clay
ITEM TESTED:
Slab Addition in the Rear of the House
TEST LOCATION
DEPTH MOIS-
: PEN
- DRY T
X.
MADRY
PERCENT
OF SAMPLE
TURE
READ
DENSITY
PROCTOR
COMPACTION
VALUE
1. !N.W.
0" — 12" 10.3
42
108.2
110.9
97.6
2, ;Center
44
110.1
LL
99.3
3. IS. E,
40
107.4
96.8
Ronald G. Keller, P.E.: 37293 / Sl Lic. No.:860 / Julie E. Keller, P.E.:68366
11/30/2018 18:03 7725896469 KSM ENGINEERING PAGE 03/03
KIS Yi,
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC,
MARTIN (772) 337-7755 PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.kamengineering.net MELIBDURNE (321) 768-8488
FAX (561) $45-8876 E-Mail: KSM@KSMENGINEERING.NET $T. LUCIE (772) 229-9093
C.A: 5693 FAX (772) 589-6469
MOISTURE -DENSITY RELATIONSHIP
MODIFIED PROCTOR (ASTM D 1557)
DATE TESTED: November 29th, 2018 KSM JOB #: 184119-1 p
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PERMIT M 1810-0587
' CONTRACTOR: Heritage Contracting
JOB LOCATION: 4380 Indrio Road
Fort Pierce, Florida
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d 110 — - — �- — — —�—,—�---- I _ � ----j
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109
108+-
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8 9 10 11 12 13 14
Moisture - Percent of Dry Weight
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Soil Description: Gray Sand with Traces of Clay
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'Max. Dry Density: 110.9 P.C.F.
'Optimum •Moisture: 11.0 Percent
Julie E. Keller, P.E.
President
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 I Julfe E. Keller, P.E.: 68366